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HomeMy WebLinkAbout5781 VAN ALLEN WAY; ; AS100012; Permit4/4/25, 11:23 AM AS100012 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5781 VAN ALLEN WY Permit Type: SPRINK Parcel No: 2121304400 Lot #: 0 Permit No: ASI000I2 Status: ISSUED Applied 1/27/2010 Approved: 1/27/2010 Reference No.: Issued: 1/27/2010 PC #: Inspector: Project Title: LIFE TECHNOLOGIES FISHER RACK THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: WESTERN FIRE PROTECTION 13630 DANIELSON P0 WAY CA 858-513-4949 Owner: GRIFFIN CAPITAL CARLSBAD POINTE INVESTORS L L C C/0 INVITROGEN CORPORATION 1600 FARADAY AVE CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 about:blank 1/1 Flow Test Record Test Hydrant Location Hydrant ID No. Size Main Ii Static Residual......... PressureDrop /0 (PDI1).....K factor for PDll Flow Hydrant(s Hydrant 1 location 5. -5,4, +X—; Hydrant, location Hydrant 3 location Hydrant I Pitot 'V ) . psi Hydrant 2 Pitot PSI Hydrant 3 Pitot PSI GPM:JO () Size..of Orifice ' GPM: Size of Orifice__________ GPM: Size of Orifice._________ Total: (Qi) Calculated test and flow data - Ox PD2k =.Q2 PDI*k Static ...................../Z1 Desired Residual.......20 Pressure Drop (PD 2).. low r .................................. K factor PD 2:/-z C x 12 ?• divided by equals 3jGPM at 20 psi residual Q PD2k PD1k .Q2 Comments: I. w tt (I IQ /v44 h1i.- M)(i4tM4 kjç JStd Test conAucted for: V Fj Conducted by: 'Aft ZL- Date: 4L.7.oq Time: 3c • 57/ VJ/Il4J7 (Ar/.Md1 cA I; / _LJ Ll EXISTING 8" DCDA B WATTS #709>< Ow — GAUGE HYDRANT FLOW HYDRANT D. IV Fldw 7r Al-7,o1 -51rz- Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Location: Reason for Discharge Event: Type of Event: Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Initial Estimated Discharge Flow: (tc) Start Time End Time Pre-Dechiorination Residual: )6st-Dechlorination Residual: (} I ..." (less than 0.1 mglL) pH within limits of 6.0 and 9.0 Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewate ring, ensure that any sediment oi silted areas are cleared. Water Sampling Performed by: Comments: Submitted by: O' JUJ&OL 6 -07 Reviewd by: (Name & Date)I Name & I LV V Western Fire Protection Inc. I LIFE TECHNOLOGIES(Fisher Rack) Automatic Wet Fire Sprinkler System Western Job # C - 2722 I Material & Equipment Submittal I Automatic Wet Pipe Sprinkler System I Provide Stamp for Approval in Space Below I. FILE COPY 13630 Danielson Street 9 Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 WWestern Fire Protection, Inc. TABLE OF CONTENTS I. SPRINKLERS GLOBE ST. UPRIGHT GL5651 SPRINKLER HEADGUARD WITH WATER SHIELD II. PIPE & FITTINGS DYNA-FLOW SCHEDULE 7 DYNA-THREAD SCH-30 VICTAULIC GROOVED END FITTINGS VICTAULIC FIRELOCK RIGID COUPLING STYLE 005 VICTAULIC COUPLING STYLE 75 SMITH - COOPER DUCTILE IRON THREADED FITTINGS III. HANGER AND EARTHQUAKE BRACING ATTACHMENTS TOLCO FIG. 4L LONGITUDINAL "IN-LINE" SWAY BRACE ATTACHMENT TOLCO FIG. 69 BEAM CLAMP RETAINING STRAP TOLCO FIG. 99 & 100 ALL THREAD ROD TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 NO THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT IV. FOR REFERENCE ONLY A. WATTS DOUBLE CHECK DETECTOR ASSEMBLIES (SERIES 709 DCDA) VI. HYDRAULIC CALCULATIONS I [I I 13630 Danielson St. • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I I I I I I I U I I I U I I I A UTOMA TI C SPRINKLERS GL SERIES UPRIGHT. PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible ampule as the thermo- glass sensitive element. While the sprinkler provides an aestheti- cally pleasing appearance, it can be installed wherever stan- dard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating UPRIGHT CONVENTIONAL assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal .. pressure within the ampule exceeds the strength of the glass k causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. ° The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. PENDENT VERTICAL TECHNICAL DATA SIDEWALL See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C). 500°F (260°C) Available Upon Request Without Approvals. Water Working Pressure Rating -175 psi (12 Bars). HORIZONTAL SIDEWALL Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-550C). Frame - bronze • Deflector - brass • Screw - brass Bulb seat - copper o Spring - nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION I AVAILABLE SPRINKLER TEMPERATURES I I BULB COLOR N.F.P.A. MAXIMUM CEILING I I TEMPERATURE ORDINARY 135'F/1 55',F 57°C168°C ORANGE/RED 100°F 38°C INTERMEDIATE I 175°F/200°F 9°CI93°C YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 255°F 107°C EXTRA HIGH 360°F 182°C MAUVE 300'F 149°C ULTRA HIGH 500°F 260C BLACK 475°F .246°C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 DECEMBER 2006 A-65 BULLETIN GI-5661, REV. #3 A UTOMA TIC SPRINKLERS GL SERIES SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze Satin Chrome 2 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Bright Chrome White Polyester 5.6 (80 metric) 1/2" NPT 2 1/4' (5.7 cm) Black Polyester 7.8 (111 metric) 1/2" NPT 2 1/4 (5.7 cm) Wax Coated 3.4 Lead Coated 2,4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) I Wax over Lead 3.4 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. WAX COATING UL LISTED UP TO 200°F ONLY. UL AND C.-UL LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. APPROVALS STYLE SIN ORIFICE 135°F 155°F 175°F 200°F 286°F 360°F * 500°F UL FM LPC CE NYC - DOB MODEL SIZE 57°C 68°C 79°C i 93°C 141°C 182°C * 260°C MEA 101-92-E GL2861 aB X X X X X X X X -- - -- X GL4261 4.2 X X X X X X X X - - X UPRIGHT GL5661 5.6 X X X X X X X X X X X X GL8161 7.8° X X X X X X X X X - - X GL8164 8.1 X I X X X X X X X X x X X GL2851 2.8 X X X X X X X X - - - X GL4251 4.2 X X X X X X X X - - - X PENDENT GL5651 5.6 X X X X X X X X X X X X GL8151 7.8° X X X X X X X X X - - X GL8156 8.1 X X X X X X X X X X X X GL5675 5.6 X X X X X - X X X X - - - VERTICAL SIDEWALL GL8176 8.1 X X X X X X X X - - - - GL2870 2.8 X X X X X X X X - - - X HORIZONTAL GL4270 4.2 X X X X X X X X - - - X SIDEWALL GL5670 5.6 X X X X X X X X X - - X GL8171 8.1 X X X X X X X X -- - - - CONVENTIONAL GL5666 5.6 X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 X X X X X X X -- -- X X - "500°F AVAILABLE UPON REQUEST WITH NO APPROVALS HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4706". t VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL UL LISTED FOR 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL LISTED FOR 9' MIN. SPACING. 1/2" NPT. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style * Orifice • Thread Sizes ° Temperature Finishes desired * Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) GLOBE@ PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FIRE SPRINKLER CORPORATION 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GI-5661, REV. #3 SPRINKLER HEADGUARD WITH WATER SHIELD FOR MODEL GL SERIES A UTOMA TIC SPRINKLERS DESCRIPTION AND OPERATION The Globe Model GL upright sprinkler combined headguard and water shield is designed for use where mechanical injury to the sprinkler might be expected and where a water shield is needed to protect the sprinkler's thermosensitive element from the water spray discharge of higher elevation sprinklers which could operate sooner during afire. The Globe combined headguard and water shield can be used with either the 1/2" or 17/ 32" orifice Model CL upright sprinklers. Typical areas of usage are in storage racks, under open grating or even outdoors as a protection from weather. TECHNICAL DATA OVERALL LENGTH 1/2" NPT sprinklers -2 7/8" 3/4" NPT sprinklers -3" MATERIAL ° Headguard-steel ° Water shield - steel FINiSHES Red enamel painted o Chrome plated APPROVALS FM Approved for use with the Globe GL Series 1/2" and 17/32' orifice upright sprinklers. 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 MAY2006 BULLETIN ASB-HGWS, REV. #3 B-i A UTOMA TIC SPRINKLERS DESCRIPTION AND OPERATION The Globe Model GL Series sprinkler is designed for use where mechanical injury to the sprinkler might be expected. Typical areas of usage are in storage racks or under open grating. The Globe headguard can be used with eitherthe 1/2" or 17/32" orifice Model GL Series sprinklers. TECHNICAL DATA OVERALL LENGTH 1/2" NPT sprinklers - 2 7/8" 3/4" NPT sprinklers - 3" OVERALL LENGTH 1/2" NPT & 3/4" NPT sprinklers - 3 1/4" FINISHES Red enamel painted Chrome plated MATERIAL Headguard -Steel APPROVALS FM Approved for use with the Globe GL Series 1/2" and 17/32" orifice sprinklers. 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-8464583 FAX 989-846-9231 MAY 2006 BULLETI N ASB-HG I I T fi I I f p I -i I / r Dynaw Flowo High Strength Steel Pipe The original high-strength light wall sprinkler pipe with hydraulics superior to Schedule-10. Specifications Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/LIft NIPS I.D. H20 Filled Lift 21 24' 25' X 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X1h/4 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X 1/2" 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x 21/2 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 .3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 x4° 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 Dyna-Flow/Super Flo pipe is • Lightweight and easy to install, manufactured to meet ASTM resulting in more efficient use of A-795 Type B, Grade A and is in your freight and labor dollars. compliance with NFPA- 13 and NFPA-14. All sizes of Dyna • Provides stability needed to Flow/Super Flo are UL Listed, FM comply with standard hanger Approved and ULC Listed. spacing (15 ft O.C.) per NFPA. Dyna-Flowpipe is the "original" high-strength lightwall sprinkler pipe. Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule- I 0 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Listed Approved Listed Dyna-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. (;I allied TUBE & CONDUIT AtqCDW,,RPMI,OMALLIDCoMWW 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S2-4 : IC , American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Flo are the same product as are Dyna Thread and Super 40. XL is manufactured with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. (9~ W~ 9 Listed Approved Listed I I Submittal Data Sheet Dyna-Flow® High Strength Steel Pipe Stamp Here Dyna-Flowpipe is the "original" high-strength lighiwall sprinkler pipe. Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule- 10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. Additional Benefits Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factor)' roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. Superior Hydraulics With an inside diameter of up to 11% larger than Schedule 40 and up to 7% larger than Schedule 10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Coatings & Fabrication Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. Specifications & Approvals Dyna-Flow/Super 40 pipe is manufactured to meet ASTM A 795 Type E, Grade A and are in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow are UL Listed, FM Approved and ULC Listed. Dyna-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, pre-action and deluge systems. It is FM Approved for roll grooved, plain-ended, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. Product Nominal Wt/Ft tii Wt/Ft [.1 ii.. PCs/ Wt/Lift x=lnches~ Wt/Lift *=Metric Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' X 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X 11/4 ' 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X 1½" 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 x2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x21/2" 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 x 3" 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 x4" 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 1 I I I I I I I I I I Project: Sprinkler Contractor: Date: I I Engineer: Specification Reference: System Type: I Locations: Comments: S2-5 I I 1 I I I I 1 -44 I P ,..kynawThread Full Line Sch-40 Replacement Dyna-Thread offers the fife expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. 0. C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA- 13. All sizes of Super 40/ Dyna-Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna- Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). t 99 9 Listed Approved Listed Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' 1" 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 X 11/40 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 X 1/2" 1.639 2.290 3.22 44 2115 2418 2519 *40 41.6 3.4 4.79 44 959 1097 1143 x 2" 2.104 3.050 4.57 30 1921 2196 2287 *50 53.4 4.5 6.80 30 871 996 1037 5 allied TUBE & CONDUIT AOq0000Wi40004L 0,0 COMPANY 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S3-4 Submittal Data Sheet i Dyna-Thread® I Stamp Here 'I Full Line Sch-40 Replacement I .Dyha-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. I Comparison to Schedule 40 Dyna-Threads inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is full)' listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the I estimated life expectancy, of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. I .Comparison to L.W.T. Pipe More wall thickness at the thread (CRR=1 .00) gives Dyn'a-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. 0.C.), can be used as earthquake sway bracing, and is safe to use as drops. I Dyna-Thread is safer to weld on than many zinc-coated lightwall threadable pipe products. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. I Specifications & Approvals Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA-1 3. All sizes of Super 40/Dyna-Thread I are rated at 300 psi working pressure. Super 40/ Dyna-Thread is UL and ULC Listed for wet, dry and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement I for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). I _ ~ 9 I . Listed Approvod Listed American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they I have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Flo are the same product as are Dna Thread and Super 40. XL is manufactured with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Project: Sprinkler Contractor: Date: LI Engineer: Specification Reference: System Type: I Locations: Comments: S3-5 I .1 Product Nominal Wt/Ft Specifications Wt/Ft PCs/ Wt/Lift x=lnches Wt/Lift *=Metric Wt/Lift NIPS J.D. H20 Filled ' Lift 21' 24' 25' X 1" 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 X 11/4 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 . 11/2 1.639 2.290 3.22 44 2115 2418 2519 *40 41.6 3.4 4.79 44 959 1097 1143 x 2" 2.104 3.050 4.57 30 1921 2196 2287 *50 53.4 4.5 6.80 30 871 996 1037 I I ff \tau!ice An 9001 certhed company Grooved End Fittings PRODUCT DESCRIPTION Victaulic offers a broad line of fittings in sizes through 48" (1219,2 mm) in a variety of straight and reducing styles. Most standard fit- tings are cast of durable ductile iron to precise toler- ances. Victaulic standard L)IUL9) fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves or shoulders to permit fast installation without field preparation. The grooved design per- mits flexibility for easy alignment. These fittings are not intended for use with Victaulic couplings for plain end pipe (refer to Sec- tion 14.04 for fittings avail- able for plain end applications). Fittings are provided in var- ious materials including malleable iron, ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with galvanized optionally available, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping sys- tems. Fittings are provided grooved or with shoulders conforming to standard steel pipe outside diame- ters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic- Flange® adapters, check disc clearance dimensions with I.D. dimension of fitting. 1 I I I 1 I Alternate Styles Extra Heavy EndSeal® "ES" Fittings - EndSeal fittings are available in 2 - 12" (60,3 - 323,9 mm) for use with "ES" grooved pipe and HP-70ES EndSeal or Fire-B" couplings. "ES" fit- tings are painted green for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe ser- vice requirements. Always specify "ES EndSeal fit- tings" when ordering. See Section 07.03 for informa- tion on EndSeal fittings. Fittings Machined for Rubber or Urethane Lin- ing (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Lining may be inside diam- eter/end (abrasion resis- tance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details. Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 optionally available) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 for details. Aluminum - Grooved end fittings are available in alu- minum alloy 356 T6, in sizes from I - 8" (33,7 - 219,1 mm). Refer to Section 21.03 or contact Victaulic for details. c 0.030" R FOR ABRASION RESISTANCE ONLY Bk—H O.D. C E 0.030" R FOR CORROSION AND/OR ABRASION RESISTANCE I I I 1 I I I Victaulic® World Headquarters • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 • www.viclaulic.com 1449 Rev.F 8/00 0 Regislered Tiademark of Viclaulic © Copyrighl 2000 Viclaulc Printed in U.S.A. FLOW DATAf The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight (Frictional Resistance) pipe. Fittings not listed can be estimated from the data given, for example, a 221/20 elbow is approximately one-half the resistance of a 45° elbow. Values of mid-sizes can be interpolated. 07.01.11, I Dimension - FeetJc..' Dimension - Feetinietr.rs Elbows Tees Elbows Tees 900 Elbows 450 Elbows 900 Elbows 450 Elbows SIZE SIZE No. 100 No. 110 Nominal Nominal Inches No. 10 No. 100 No. 11 No. 110 Inches No. 11/2 D No. 11 11I2D Actual Std. Y2 D Lon Std. 11/2 D Long Actual Std. Long Std. Long mm Radius Radius Radius Radius Branch Run mm Radius Radius Radius Radius Branch Run 1 1.7 - 0.8 - 4.2 1.7 8 13.0 9.8 6.5 4.0 33.0 13.0 - 0.2 -. 3 (1.5 2171 .10 352 522 152 3fl) 45 17:0 12.0 8.3 5.0 41.0 17.0 3 O.D. 4.3 - 2.1 - 10.8 4.3 12 20.0 14.5 10.0 6.0 50.0 20.0 4.4 3 5.0 3.8 2.6 1.6 13.0 5.0 14 N 15.8 11 11.0 70.0 23.0 51,2 152 ;; 52 51 152 ':25.7. 7 .1 Il 3.4 Si.) 41/4 0.0. 6.4 - 3.2 - 15.3 6.4 16 N 18.0 N 13.0 80.0 27.0 156.5 2.0 .. .15 - .1' ). '131 iC 2.1,4 811 4 6.8 5.0 3.4 2.1 16.0 6.8 18 N 20.0 N 14.0 90.0 30.0 5¼ 0.0. 'II 8.1 2.5 - 4.1 12 - 20.0 8.1 20 N 5020 22.5 N 16.0 100.0 33.0 5½ O.D. 8.5 - 4.2 - 21.0 8.5 24 N 27.0 N 19.0 120.0 40.0 - 13 - 1,1 :5)2. 6,10.0 8,2 II 525 .1526 13.2 5 8.5 - 4.2 - 21.0 8.5 26 N 28.0 N 20.5 130.0 43.0 1413 22 '1. . 114 2.5 5110.4 525 12,1 61/4 0.0. 9.4 - 4.9 - 25.0 9.6 30 4 34.0 4 24.0 150.0 50.0 45.7 15,2 6½ 0.D. 9.6 - 5.0 - 25.0 10.0 36 N 40.5 N 28.5 180.0 60.0 los' 2,3 . 15 75 :1.0 514.0 a 12,3 8.? 54.9 16.3 6 10.0 7.5 5.0 3.0 25.0 10.0 42 N 47.0 N 33.0 210.0 70.0 1653 3,0 2.3 152 052 752 352 105?,) 5 14,3 5 1(1,3 (2452 21.3 3 I rOe now asia usteo Is oaseo upon tee pressure UFOP i.e ouiit0uuw '+u pipe. If Contact Victaulic for details. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536. Or: 14- 24' (355,6 - 610,0 mm), forged steel, con- forming to ASTM A-234, Or. - WPB (0.375' wall) Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 0% 40 (26,9 - 114,3 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 05 - 6" (141,3 - 168,3 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type S or S. Or. B 08- 12" (219,1 - 323,9 mm): Carbon steel, Standard wall, conforming to ASTM A-53, 'l\jpe E or 5, Gr. B 0 14-24" (355,6 - 610,0 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type E or S, Gr. B Flanged Adapter Nipples: (Nipple - see above) 0 Class 125 Flange: Cast lion conforming to ANSI B-16.1 0 Class 150 Flange: Carbon steel conforming to ANSI B-16.5 0 Class 300 Flange: Carbon steel conforming to ANSI 13- 16.5 Fitting Coatings: Orange enamel O Optional: Hot dip galvanized and others. Some fittings sup- plied electroplated as stan- dard - see product specifications. 07.01 -2 Fittings (Ductile iron) EiE II I CioE Cto " - bCtoE'°j CIOEN to C. No. 10 No. 11 No. 12 No.13 No. 20 No. 35 SIZE 90° Elbow 45° Elbow 221/2° Elbow 1170° Elbow Tee Cross (sw) Nominal Aprx. Aprx. Aprx. Approx. Aprx. Aprx. Inches C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. isctsni Inches Lbs. Inches Lbs. Inches Lbs. inches Lbs. Inches Lbs. Inches Lbs. - nun Inin kg rirnt kg win kg 0112 ktt nini 25 21111 52 3/4 2.25 0.5 1.50 0.5 1.63 sw - 1.38 sw - 2.25 0.6 2.25 0.9 2.25 0.6 1.75 0.6 3.25@ 0.6 1.38 sw 0.3 2.25 1.0 2.25 1.3 11/4 215 1.0 1.75 0.9 1;75 0.8 1.38 sw 0.5 2.75 1.5 2.75 2.1 11/2 2.75 1.2 1.75 0.9 1.75 0.8 1.38 sw 0.5 2.75 2.0 2.75 2.5 /1.11 'i••• .2' 2 3.25 1.8 2.00 1.3 3.75 @ 1.4 1.38 1.0 3.25 3.0 3.25 3.8 550 5-1. )9 21/2 3.75 3.2 2.25 2.2 4.00 © 2.3 1.50 1.1 3.75 4.3 3.75 6.1 -, 5.0 30.0. 3.75 3.7 2.25 3.4 - - - - 3.75 5.2 - - 3 4.25 4.5 2.50 3.1 4.50 © 3.1 1.50 2.1 4.25 6.8 4.25 10.5 .1)3 1,0 (05' 31/2 4.50 5.6 2.75 4.3 2.50 sw 4.0 1.75 5w 2.7 4.50 sw 7.9 4.50 11.5 2.5 70 22) 64 (.0 u4 1 77. 14 77 4 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 5.00 11.9 5.00 15.8 114.3 .5.2 151 .5 53 'ii ii' 127 7 l7 1-5 41/4 O.D. 5.00 11.0 3.00 5.6 - - - - 5.00 15.5 - 41/2 5.25 sw 3.13 sw 6.0 3.50 6.6 1.88 sw 4.2 5.25 sw 15.0 5.25 18.5 75 27 1 5.50 130 3,0 48 3.25 8.3 2.88 Sw 7.8 2.00 Sw 5.0 5.50 17.8 5.50 20.0 5 J11.7 (28 73 3.5 51 2.2 45 55 5.50 3.25 8.3 4(1 51/4 0D - - - - 5.50 17.8 - - 140 5½0.D. 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - 6 6.50 17.2 3.50 10.8 6.25 © 12.2 2.00 7.0 6.50 25.7 6.50 28.0 733 '74 .5J. 155 5,5 1 72 1515 17 0•5 17 61/4 O.D. 6.50 18.6 3.50 10.8 - - - - 6.50 27.1 - - 164 4 -' 43-i 6700.0. 6.50 15.5 3.50 9.8 3.13 11.4 2.00 7.4 6.50 22.0 6.50 28.0 15151 2.5 7(1 72 44 72 552 '555 '5.fl 27 7.75 29.9 4.25 20.4 7.75@ 20.0 2.00 10.1 7.75 47.6 7.75 48.0 10 9.00 63.3 4.75 37.5 4.38 sw 30.0 2.13 sw 11.8 9.00 99.0 .9.00 121.5 275.2 5>7 2.51 55' 222 24.1 12 10.00 74.0 5.25 66.7 4.88 sw 40.0 2.25 sw 29.3 10.00 133.0 10.00 110.0 .141.1 .334 52.11 iS's '1717-: .).7 51.1 27 137 >2.3 35' 120 1444 21.00 164.0 8.75 82.0 5.00 sw 46.0 3.50 sw 32.0 11.00 sw 151.0 11.00 198.0 1.17 2033 (12 luS 571) 102 1644 24.90 210.0 10.00 190.9 5.99,w 58.0 4.00 sw 42.0 129,9. sw 198.0 12.00 250.0 18 44 27.00 273.0 11.25 135.0 5.50 sw 65.0 4.50 sw 53.2 15.50 sw 263.0 15.50 350.0 017.2 1,112 :2(12 225 .3(2 4(1 2233 . i.i 141 324j :15,3 37'. 5554; 204 30.00 343.0 12.50 174.0 6.00 sw 78.6 5.00 ow 65.0 17.25 sw 339.0 17.25 452.0 5f, 355: '4,r:10, 35.0 15! 1'' S 015 24 44 36.00 516.0 15.00 251.0 7.00 SW 140.0 6.00 sw 60.0 20.00 sw 473.0 20.00 795.0 5,14 75. (1(25 192) 755 1714, 3144 n IC , 9, IC, 40 , CU (033,0010,01111111 CIOIJWS (CU , '4.5 ) 3119172 Li 10119 I7IUIUS 1019190 SICCI elouvls 140. iOU any NO. I w. see pages. For 18 radius elbows contact Victaulic. (sw) Segmentally welded steel @ Gooseneck design, end-to-end dimension 07.01 -3 I I I I I I I I I I I I I I I I I I I No. 33 True Wye (Segmentally welded steel) No. 29M Tee with Threaded Branch (Ductile Iron) 01.01 3t. SIZE Dimensions Approx. SIZE Dimensions Approx. Nominal Inches/!,.-.,;i Wgt. Ea. Nominal Inches/lilly Wgt. Ea, Inches Lbs. Inches Lbs. CtoLE CtoSE ,...,iylr;'. CIoLE CloSE 1 2.25 2.25 1.1 6 6.50 4.50 22.3 1% 275 2;O 1. 8 7.7,5 6.00 6.0 1½ 2.75 2.75 1.8 10 9.00 6.50 69.9 72 2i. 2 3.25 2.75 2.5 12 10.00 7.00 80.0 773 33 70 !. :323.0 754 70 333 21/2 3.75 3.00 4.3 14 11.00 7.50 134.2 313 77 2.0 270 1311 3 4.25 3.25 6.1 16 12.00 8.00 167.0 33,2 17') 03 :5 .i747 273 31/2 4.50 3.50 9.6 18 15.50 8.50 234.0 451 4 5.00 3.75 10.0 20 17.25 9.00 281.0 31:11,71 31½ 2731 5 5.50 4.00 15.0 24 20.00 10.00 523.0 07.01-413 SIZE Dimensions Approx. SIZE Dimensions Approx. Nominal Inches/mm Wgt. Ea. Nominal Inches/mm Wgt. Ea. Inches Lbs. Inches Lbs. Actual mitt C to GE C to TE kg Actual nim C to GE C to TE lc(i 3/4 2.25' 2.25 0.6 41/2 5.25 5.25 15.0 sw 2633 57 57 3,3 127,0 122 125 6.5 1 2.25 2.25 1.0 5 5.50 5.50 17.8 sw 7 37 57 037 141,3 i.0 140 11/4 2.75 2.75 1.5 51/4 0.D. 5.50 5.50 17.8 70 73 0.7 33.0 140 240 11/2 2.75 2.75 2.0 51/2 0.0. 5.50 5.50 17.8 4313 .0 70 3132 130,7 140 140 8,1 2 3.25 4.25 3.0 6 6.50 6.50 25.7 sw 302 (0 08 .4 185,3 275 05 21/2 3.75 3.75 4.3 61/4 0.D. 6.50 6.50 27.1 3 OP. 3.75 315 5.2 6½0.D. 6.50 6.50 22.0 3 4.25 6.00 6.8 8 7.75 7.75 47.6 sw 13131 1:2 31 210.1 3?27 31/2 4.50 4.50 7.9 sw 10 9.00 9.00 73.0 1' IL I 2 00 27/: 1:13 220 0:1 1 4 5.00 7.25 11.9 12 10.00 10.00 99.0 127 10.2 5.4 .733.0 3177: 25-2. 4¼0.D. 5.00 5.00 15.5 (SW) Segmentally welded steel. 07.01 - 4 No. 100 and No. 110 Long Radius Elbows 3D (With added wall thickness at bend for abrasive service) C to E No. 100 and No. 110 Long Radius Elbows 11/2 D CloE No. 100 No. 110 07 C) C. 1,5 No. 100- 90° No. 110- 45° No, 100- 90° No. 110- 450 SIZE SIZE Aprx. Aprx. Aprx. Aprx. Nominal C to E Weight C to E Weight Nominal C to E Weight C to E Weight Inches Inches Each Inches Each Inches Inches Each Inches Each vi.. L bs. I rllil, Lbs/i ,.,,rvi mis 'c Lbs./. ..,. Lbs/sc. 2 4.38 2.5 2:75 1. , 10, 17.25 107.0 8.50 57. 2112 s 5.00 4.1 3.00 28 12 20.50 156.0 10.00 90.0 5.88 6.9 338 4.9 14 21.00s 164.0 8.7 ,s 90 4 7.50 12.3 4.00 7.3 16 24.008 210.0 10.00s 100.0 li3 Ii 5k 32 :1.5 75c5.-1 711: 22.7. 54 474 5s + 18.2 + 14.8 18 27.00s 273.0 11.25s 135.0 6 10.75 30.4 5.50 17.4 20 30.00 S 343.0 12.508 174.0 61/2 0.0. 10.75 29.0 5.50 1900 24 36.00s 516.0 15.00s 251.0 8 14.25 66.0 7.25 36.0 Ductile iron except those marked (s) which are steel. NOTE: Fillings size 26 - 48 are available roll grooved for installation with Style 770 Large Diameter couplings. Contact Victaalic for details. 07 77.OA Wall Thickness 900 Elbow 45° Elbow SIZE Inches/mllllmelsis No. 100- 3D No. 110-3D Nominal In At C to E Aprx.Weight C to E Aprx.Weight Inches Non-critical Back Wear Inches Each Inches Each Actual row Area Area Extra rots Lbs/kg mm Lbs/ky 2 0.184 0.309 0.125 10.00 - 5.0 6.50 4.7 63,3 .157 7.85 3.16 25.1 2.3 135 2.1 3 0.246 0.371 0.125 13.00 16.0 7.75 10.4 31.12 320 7.31 197 4.7 4 0.267 0.455 0.188 16,00 25.5 9.30 17.2 2.72 11.52 .76 -135 110 232 6 0.310 0.560 0.250 24.00 70.0 1350 45.0 188.3 7.87 14.22 %,.2 810 .'311,6 20.4 No. 100 No. 110 MMMwa No. 100, No. 110 I and No. 20 Direct Grooved I Fittings 11/2 D Radius C"- C to E - 1 No. 100 No. 110 c to E1 El No. 20 07 01.240 SIZE , No. 100- 900 No. 110 450 No. 20-Tee Nominal Inches C - E Aprx. Wgt. Es. C - E Aprx. Wgt. Es. C - E Aprx. Wgt. Es. Actual mm In/nun Lbs/kg In/son Lbs/b;9 In/mm Lbs/ky 28 42.00 626.0 17.25 312.0 24.00 790.0 30 45,00 775.0 18.50 358.0 25.00 1000.0 727.1; i'22 :122 475 ru; 532 36 54.00 1170.0 22.25 583.0 30.00 1450.0 514.5 1373 57.1 555 - 732 558 42 63.00 1810.0 26.00 900.0 35.00 2000.0 C' S Ductile iron sysflsOle. uonlacl victaulic Tot sizes, airnensl005 ano avauaousy. For use with Style 77 couplings. 07.01 -5 No. 30 450 Lateral (Segmentally welded steel) No. 60 Cap No. 40, 42, 43 Nipple (Steel) I T H (._EloE1 No. 60 No. 42 Grv. X Bev. (_ELoE_..( (.-EloE--.( I. U No. 43 No. 40 Grv.XGrv. Grv.XThd. Dimensions - Dimensions SIZE nchesLv:.m Approx. SIZE inches/rv.. Approx. Nominal Wgt. Ea. Nominal Wgt. Ea. Inches Lbs. Inches Lbs. (-r.Iualnir6 CtoLE CtoSE / il mw CtoLE CtoSE, Icy 3/4 4.50 2.00 1.0 , 6 14.00 4.50 43 5.00 2.25 .7 6'/20.O. 14.00 4.50 43.6 1¼ 5.75 2.50 2.5d 8 18.00 6.00 72.0 1½ 6.25 2.75 3.5 10 20.50 6.50 105.0 (637 70 2771 721 163 47,6 2 7.00 2.75 4.6d 12 23.00 7.00 165.0 70.6 171 70 2.1 2-28? (52 107 748 21/2 7.75 3.00 9.0 14 26.50 7.50 276.0 77,0 121 712 6.1 375,0 77 125,2 30.0. 8.50 .3.25 11.0 16 29.00 8.00 344.2 771 210 07 4074 .7..6. 3 8.50 3.25 11.7 d 18 32.00 8.50 429.0 31/2 10.00 3.50 17.8 20 35,00 9.00 500.0 101.5 :04 07 01 703.11 ;y 161.7; 4 10.50 3.75 22.2 d 24 40.00 10.00 715.0 4. 5 12.50 4.00 21.8 (d) Duclile iron. 07.0 No. 60 No. 40, 42, 43ff No. 60 No. 40, 42,43 # Cap* Nipple (Steel) Cap* Nipple (Steel) Thick. Aprx. Aprx. Thick. Aprx. Apnc, SIZE SIZE Nominal T Wgt. Ea. E to E Wgt. Ea. Nominal T Wgt. Ea. E to E Wgt. Ea. Inches inches Lbs. Inches Lbs. inches inches Lbs. inches Lbs. Actual ntn mm kg mm kg Actual mm mm kU mm kg 3/4 0.88 0.2 3.00 0.3 51/4 0.0. 1.00 4.5 - - .7' 711 77. Q. 1333, .35 2.14 1 0.88 0.3 3.00 0.4 5½0.D. 1.00 4.5 - - 37,7 22 0.1 76 0.2 179.7 25 34 - - 11/4 0.88 0.3 4.00 0.8 6 1.00 6.1 6.00 9.5 4.2.4 22 u.1 172 11152. 25 3.3 1112 11/2 0.88 0.5 4.00 0.9 6¼0.D. 1.00 6.8 - - 411.7 22 (32 17,2 3)4 'I- 15 (3) 2 0.88 - 0.6 - 4.00 1.2 6'/20.D. 1.00 7.3 - - 617.7 52 144 J.c 10131 31) .37 - - 21/2 0.88 1.0 4.00 1.9 . 8 1.19 13.1 6.00 14.2 7)35 22 0.5 142 22 2i9 05 142 30.0. 0.88 1.2 - - 10 1.25 21.0 8.00 27.0 3 1188 1.2 4.00 2.5 12 1.25 35.6 8.00 33.0 5139 22 (70 127 1 3223 72 152 203 150 31/2 0.88 2.5 4.00 2.1 14 9.50 - 4 1.00 2.5 6.00 5.5 16 10.00 147 77 1.1 117?7..1057 11,4 - 4¼0.D. 1.00 2.3 - - 18 11.00 - - 41/2 1.00 2.5 - - 20 12.00 5 1.00 4.6 6.00 1.4 24 - - Il -or Pump Package Nipples wltfl 1/2' ram) sole cut to receive Style 11713 Vic-Let or Style 9714 VIC-tJ-Well request special NO. 40,42 01 43 nipple prices and request No. 40-H, 42-H or 43-H on order. NOTE: 4 - 17(114,3 - 323.9 mm) diameter - 8 (219,1 mm) minimum length required. © Available with British Standard Pipe Threads, specify 'BSP" clearly on order. Steel dish caps available through 24'(610.0 mm), contact Viclaulic. No. 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 Bull Plugs should be used. 07.01 - 6 SIZE Nominal Dimensions InchesS . Approx. Wgt. Ea. Lbs/I; Inches CtoE H BDia. G X G G X F 6 3< 4. 9.00 1.25 1.50 19•9 33.0 .. 1.50 1:50 23.0 38.0 8 X 6 10.50 2.13 1.50 33.0 52.0 10 X 8 12.00 2.40 1.50 61.0 88.0 07.01-10A SIZE Length Approx. Weight Each SIZE Length Approx. Weight Each Nominal E to E Lbs Jfr.g Nominal E to E Lbsikg No. 41 No. 45 No. 46 No. 41 No. 45 No. 46 Inches Inches Inches Inches Actual rnin 7070 ANSI 125 ANSI 150 ANSI 300 Actual min rum ANSI 125 ANSI 150 ANSI 300 3/4 3 - 2.3 3.3 6 6 26.5 27.5 47.5 289 15 - P11) I ., 1755,.? 152 12,0 12.5 1 3 2.5 2.7 3.9 8 6 39.0 41.3 70.3 33,? 1.1 I,? 16 219.1 182 17.7 18,8 61,2 11/4 4 3.0 3.3 4.8 10 8 57.0 59.8 100.8 ?73,0 253 25.0 27.1 45.? 1½ 4 3.5 3.9 6.9 12 8 41.0 88.2 146.2 50 31 1.75 323,6 20? I 8,6 -10 2 4 5.5 6.2 8.2 14 8 - 80,3 1112 2.8 231 ;2' S55. 206 - + + 21/2 4 8.0 9.9 11.9 16 8 - 72,6 102 331 -.5 54 .108.-I 203 -. + + 3 4 9.5 11.4 16.5 18 8 - (.5 '.57,2 20? - + + 31/2 4 12.0 15.1 20.1 20 8 - 53 .1 1 5(1511 2111. + + 4 6 16.7 18.4 27.4 24 8 - 13 17 SlIjI. 231 - + + 5 6 21.5 21.3 35.3 + Conlaci Victaulic for cielalls. 07.01 -7 No. R-10 Reducing Base Support Elbows (Ductile Iron) - Co E-1 1 0 H B Die. Grooved X Grooved (G 34 G) C to E- Grooved X Flanged (G 34 F) No. 41 - ANSI 125 (Cast Iron) No. 45 - ANSI 150 (Steel) No. 46 - ANSI 300 (Steel) Flanged Adapter Nipples I I I I I I I I I I I I I 1 I I I I I Concentric/Eccentric Reducers Steel (except as noted) No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual into nun kg mm ru 1'/4X 3/4 + 1.9 - - X 1 + 1.9 - - 1½X 3/o + 1.4 - - X 1 2.50' d 0.8 8.50 4,5 X 11/4 2.50'd 1.0 - - 2 X 3/4 2.50' d 0.9 9.00 2.0 47,3 Sr 2) 0 (0 .7 22 X 1 2.50'd 07 9.00 2.3 X 1¼ 2.50' d 1.2 9.00 4.6 .4' -i'.. 4 64 .176 X 11/2 2.50' d 1.0 9.00 4.6 2½X 3/4 + 1.3 + 3.3 X 1 2.50 3.6 9.50 3.5 50 X 11/4 2.50' d 3.3 9.50 + 54 4 64 1.6 233 X 11/2 2.50' d 3.6 9.50 3.7 10 4(3,3 154 1.6 24 X 2 2.50 d 3.9 9.50 4.3 54 233 62 jt; .721 730 3X 3/4 + 1.5 + 4.5 $6950260' X 1 2.50k d 1.3 9.50 4.8 '33'> 712 ' tI 241 >3 X11/4 + 3.0 + 4.8 X 11/2 2.50' d 5.1 9.50 5.1 >0 482 62 2.3 241 2.3 X 2 2.50' d 1.6 3.50 d 6.0 X. 19019 (I) 0.7 59 2,7 X 21/2 2.50* d 1.8 3.50 d 7.0 3 O.D. X 2.50 d 2.1 - - 31/2 X 3 2.50 d 2.0 9.50 7.0 >0 49.0 34 2,1 4 X 1 3.00' d 3.0 10.00 6.5 1123 >1 :I-- X 11/4 + 4.6 - - 10.00 6.9 10.00 8.1 -1 7 X 2 3,00' d 2.4 4.00 d 3.3 >2509 ' 75 1,1 332 X 21/2 3.00' d 2.7 4.00 d 3.4 .4' 7. 7: X 3 3.00' d 3.2 4.00 d 3.5 >4 56.0 76 1.4 102 X 31/2 3.00 d 2.9 10.00 8.0 54 1(714 713 5 X 2 4.00 9.0 11.00 5.2 52 X 21/2 11;00 11.0 11;00 10.8 X 3 4.00d 5.5 11:00 11.1 ' X 4' 3.50d 4.3 5.00d 12.0 Er EloE 07.0 I C No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual mti lInt kg 'nm kg 6 X 1 4.00' d 5.0 11.50 14.5 07.7 73! 2/4? X + s.s + + X 2 4.00' d 6.6 11.50 14.5 4'' .3 '32 11.01 .143 50 2112 4.00' d 6.4 11.50 14.2 32 234 122 54 X 3 4.00 d 6.4 5.50d 1 X 4 4.00 d 6.5 5.50 d 17.0 5 s'.:0 112 234 40 7.7 X 5 4.00 d 6.4 5.50 d 17.0 50 147,-. 33,' :0.1 143 7.7 8 X 21/2 16.00' 7.9 12.00 26.1 X 3 5.00d 9.3 12.00 22.0 X 4 5.00 d 10.4 12.00 23.0 5, 7.1,7 127 43 301 19,4 X 5 5.00 d 11.6 12.00 23.0 X 6 5.00 d 11.9 6.00 d 24.0 50 1569 127 5,4 152 1634 10 X 4 6.00 d 19.7 13.00 32.0 1! 2.73 Sr 11 152 13,2 3150' X 5 + 34.3 + 34.6 X 741.3 15,6 15,7 X 6 6.00 d 20.0 13.00 36.9 >2 138.3 1b2 11,1 330 16.7 X 8 6.00 d 22.0 7.0 d 21.6 50 919) t52 10.0 178 9.8 12 X 4 + 44.0 14.00 48.0 '323.3 Sr 114,9 + 20,0 356 2133 X 6 7.00 d 24.6 14.00 50.0 X 100,1 17% 11,2 355 22,7 X 8 7.00 d 52.0 14.00 53.5 X 219.1 176 23.6 356 24.3 X 10 7.00 d 39.0 14.00 57.0 9737 173 17.7 13.75 11...9 14 X 6 13.00 65.0 13.00 60.0 333550165.3 330 2234 330 27,2 X 8 13.00 65.0 13.00 60.0 50 '33.1 1030 2'l '>30 17,7 X 10 13.00 66.0 13.00 65.0 >4 2730 371 22.v 393 2513 X 12 13.00 68.0 13.00 66.0 16 X 8 14.00 73.0 14.00 73.0 4.344 50 22.1 256 334 355 33,; X 10 10 73.0 14.00 737 X 12 14.00 73.0 14.00 73.0 50123.4 14/ 33! 354, 22.1 X 14 14.00 73.0 14.00 70 >0 4.134 '50.4. 4134t :147. 33,1 18 X 10 15.00 91.0 15.00 91.0 50 2732 3111 413 3111 47,3 X 12 15.00 91.0 15.00 91.0 >0 X 14 15.00 91.0 15.00 91.0 X 16 15.00 91.0 15.00 91.0 '4' .43.7 34' .1)3 331 41.3 Table continued on page 9. (d) Ductile iron + Contact Victautic Ia, details. 'Available with male threaded small end No. 52. Steel eccentric reducers available through 30 (762,0 mm), contact Victaulic tot dimensions. 07.01 - 8 Concentric/Eccentric Reducers Steel (except as noted) No. 50 No. 51 SIZE Approx. Approx, Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. inches Lbs. Actual mn; mm kg mnn; op 20 5< 10 20.00 110.0 20.00 177.0 5.c':,(y, 275,0 505 .9 5115 5 X 12 20.00 120.0 20.00 120.0 x 3i:i.t 'JOE,l.l 15< X 14 20.00 149.0 20.00 149.0 >( SF155 51115 5755 557 X 16 20.00 120.0 20.00 120.0 5< 18 20.00 136.0 20.00 136.0 24 X 10 1 2000. 142.0 20.00 142.0 ' K ,' '5. 0 n'.15 . •. '.1, I'S No. 25 and No. 29 Reducing Tees (Segmentally welded steel) 0701.120 No. 25 No. 29 SIZE Std. wlThd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. Actual mm Inches/mm Inches/morn Lbs/k1 1X1X3'4 + + 1.0 33.7>533.? X 2o9 ' + 1/4X11/4 X1 + + 1.3 42,45<42.4 >5 33.7 t 1111 11/2 X11/2 X 3/4 + + 1.5 48.5X15,5 >5 2 + X + + 1.5 X337 X1¼ + 1.7 + 0.5 2 X 2 X 3/4 3.25 d 3.25 d 2.5 (.555<3>5250 X 1 3.25d 3.25d 2.7 X 33.7 53 X11/4 + + 1.8 >5 42.4 X 11/2 3.25d 3.25 3.0 X 45.:' 57 1,4 2½X2½X 3/4 + + 3.9 0 >5 51 >5 2& 11 X 1 5<557 3.75 d 45, 3.75 StE 3.8 Li X1¼ + + 4.2 >5. 4.2 .4 X 11/2 3.75 d 3.75 d 3.9 >5.15.3 15. X 2 3.75 d 3.75 4.5 >5 35<35<3/4 + + 5.7 15<2>505.5 >5 262 X 1 4.25 d 4.25 d 6.1 1 115< .75 X1'/4 + + 8.0 >5-124 X 11/2 4.25 d 4.25 6.5 X 2 4.25 d 4.25 6.2 X X 21/2 4.25d 4.25 6.4 'I0F'1 EloE 0101.11K No, 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgl. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual morn me; kc) mm to 24 >5 12 20.00 150.0 20.00 150.0 55 '.25.) 452 53.2 01,4; X 14 20.00 162.0 2000 162.0 Y :555.6 60)5 775. 600 X 16 20.00 162.0 20.00 162.0 LII) ''+5 5015 5<18 20.00 162.0 20.00 162:0 X 20 20.00 151.0 20.00 190.0 'rCboE Ci l 'it No. 25 No, 29 07.01.120 No. 25 No. 29 SIZE Std. wlThd. Branch Aprx. Nominal Inches C to E C to E Wgt. Es. Actual mm Inches/mm. Inches/morn Lbs/kg 4X4X 3/4 + + 8.0 514,4>5 2o.5 + .1,1) X 1 5.00 d 5.00 d 7.8 >5. 32.7 27 127 3.5 X11/4 + + 9.6 X'12,4 4 5.00 d 5.00 d 10.2 X 11/2 >5 4113 123 27 4,15 X 2 5.00 d 5.00 d 11.2 x5453 1157 127 51 5< 21/2 5.00 d 5.00 d 11.4 >5 73,5; 57 57 15.2 X 3 5.00 d 5.00 d 11.6 >5015.2 127 .127 0.3 5 X 5 X 1 + + 14.0 74 x1½ + + 14.3 >5 50 5.50 14.5 X 21/2 5.50 d 5.50 d 15.2 1+0 1.45 5< 3 5.50 d 5.50 16.6 >5 X 4 ' 5.50 d 5.50 16.7 >5 Yl. 140 140 7,6' 6 X 6 X 1 4 '4 23.0 1155 5>51"c5. >5715.7 . 5<1,4 X1½ + + 24.0 >54153 4, 155.15 X 2 6.50 d 6.50 d 21.6 1*35 • X 21/2 6.50 d 6.50 d - 21.4 >5. '?: 75 *35 X 3 6.50 d 6.50 d 26.5 >5.65.1' 145' >54 6.50d 6.50d 25.0 5< 5 6.50 d 6.50 d 23.2 >5 Table continued on page 10. 07.01 -9 I I I I I I 1 I I I I I I I I I I I I No. 25 and No. 29 Reducing Tees (Segmentally welded steel) 010.12C No. 25 No. 29 SIZE Std. w/Thd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. 4Cuel run Inches/n-v Inches/iv;; Lbs/en 6½X 61/2 X 3 6.50d 6,50 24.0 X 4 6.50 d 6.59 25.0 8X8 X 11/2 + 33.0 X 2 7.75 7.75 33.5 X2½ + + 39.0 5 3 3.6 X 4 7.75 d 7.75d 41.8 X 5 7.75 7.75 34.0 4: 5? X 6 7.75 d 7.75 d 42.3 3559 197' 61/2 0. D. X IC:: 7.75 391' 7.75 97 48.0 10X10X11/2 -F + 62.0 2,3.:Y.2!7'.) X X 2 9.00 9.00 62.0 >1' 95.3 229 729 29. X.2½ 3< 73,01 + - + 62.4 X3 N + 22$ + 929 60.0 27,1- X 4 9.00 9.00 61.0 X 11.13 229 222 27.7 X 5 9.00 9.00 52.0 3< 141.3 229 :2,79 23.11 3< 6 9.00 9.00 59.0 N 165.3 229 229 26,6 X 8 9.00 9.00 64.7 222 955 :52.4 12X12X 1 3323.93<32323< 33.7 + + 77.0 4.0 X2 + + 80.0 3<03.3 -v - X2½ -F + 78.0 3<73,2 - 35,4 3< 3 10.00 10.00 82.0 _______________ X 4 10.00 10.00 80.0 3< 123 254 25-I X 5 10.00 10.00 75.0 X 6 10.00 10.00 75.0 3< 95.1 934 3< 8 10.00 10.00 80.0 >3 2 .i 9-1- X 10 10.00 10.00 84.0 >3 >79') 25.1 254 33.1 14X14X4 + + 102.0 3< I X6 -f 108.2 X 8 11.00 11.00 112.0 >3 9:9: 3 2- CtoE-' Cr No. 25 No, 29 0711: tIC SIZE Std. w/Thd. Branch Apnc Nominal Inches C to E C to E Wgt. Ea. A515111 niro Inc hes/rrrri: Inches/m Incheshmn LbsliltJ 14 X 14 3< 10 11.00 11.00 120.0 .5 3393; 3< 2733,6 271 272 >4 X 12 11.00 11.00 129.1 3' 3,33,5 931 16X16X4 4:70129.22:: 3-: 14.9 + - 130.0 >3 6 , + + 133.5 >3 8 12.00 12.00 145.0 X 10 12.00 12.00 149.5 X 12 12.00 12;00 154.0 , >5 14 + 18X18X4 + + 194.0 >3 X6 + + 200.0 3<8 + + 202.0 X 10 15.50 15.50 212.0 >5 273,0 -222 X 12 15.50 15.50 222.6 X 14 15.50 - 230.1 X 7553 394 - 10<4 183<18 X 16 15.50 - 247.6 .157.53< I' 75t X 'lO5.4 324 20X20X6 3<9,43<539,Q 7< 185,3 + + 240.0 1(9<9 X8 >3 210,1 + + + ,. 244.0 110,7 x 1 + + 256.0 3< 273.0 + 115.1 X12 3< 324,9 + . + * 264.0 112.0 X 14 17.25 - 275.0 7< 356,6 435 X 16 17.25 - - 288.6 7< 455,4 435 33012,1 X 18 17.25 - 297.0 3< 4570- .132 7347 24 x 24 X 8 20.00 20.00 340.0 (411.6 3< 21-3<3 5(5 154.9 3(10 20.00 20.00 343.9 >3 272,01 X 12 20.00 20.00 352.8 >3.723.0 s36 sOd >5 14 20.00 - 360.0 7< 355.5 135 3< 16 20;00 X 18 20.00 - 380.0 X 20 20.00 - 373.0 7< 5.339 906 - (d) Ductile iron. -i. Contact Victautic lot details. No. 29 Threaded Outlet Reducing Tees are supplied NPT and are available with British Standard threads. For British Standard specify "BSP' clearly on order. 07.01 - 10 No. 52 Reducer Threaded Small (DuctileIron) H 5 I I 1 I I I I No. 53, 54 & 55 Swaged Nipples* (Steel) I,- E to E No. 54 to E No. 55 I I I 1 I I I I I I I I 07.01 13C SIZE SIZE SIZE Nominal E to E Aprx. Nominal 6 to E Aprx. Nominal E to Aprx. Inches In. Wgt. Ea. Inches to, Wgt. Es. Inches In, Wgt. Ea. Lbs./..' '. ".' Lbs./ . ... '.'' Lbs.!.' 1112 X 1 2.50 0.8 3 ¼ `!X~ + 1.5s 5 X 4 4 11/1 X 1 , 4 1½ 2.50 0.9 2.50 13 6 X 1 x 2 4.00 5.5 2 X 3/4 2.50 0.9 2.50 1.5 s 4.00 5.7 / 4i'' 14 1' 15 1241 '.02 2., X 1 X 21/2 >4 75.1. 2.50 0.7 52 3 X 2 2344 50.1 2.50 414 1.5 5.2 4.00 1122 5.8 5.5 >4 1114 4:5 5. X 21/2 x 73.3 X 3 Y,%'44 2.50 1.2 2.50 24 2.4 1,1 4.00 1122 5.8 4 11/2 X 4 2.50 1.0 4 X 1 3.00 2.3 + 6.5 S 25' 14.4372 X 11/2 '.1' 1) XS >511.1.2 2½X 1 + lOs + 2.5s + 2.os 1' 1 >4 45; :1 . '; H 1. .. X 11/1. X 2 2.50 1.2 S 3.00 2.6 8 X 2 16.00 1.5 >5416.; X 1½ X 2112 5< 2½ 2.50 1.3 s 3.00 2.6 16.00 1.7 5< 2 X 3 3.00 1.4 3.00 2.5 :": s.s (s) Steel. + Contact Victaulic lor details. Available with British Standard Pipe Threads. specily "BSP" clearly on order, 07.01-14B SIZE Approx. SIZE Approx. Nominal E to E Weight Each Nominal E to E Weight Each Inches Inches Lbs. inches Inches Lbs. Actual mm flInt kg Actual mm mm kg 2 X 1 6.50 2.0 4 X 21/2 9.00 7.5 4131'> X .535 1155 Ott 114,3>473.0 229 3,5 X 1114 6.50 2.0 X 3 9.00 7.5 >4 .22.1 ItS 0,9 5< .550 729 34 6.50 2.0 9.00 7.5 X 1½ X 31/2 >4 '-6,3 14112 0.1) x 501.6 229 21/, X 1 7.00 3.0 5 X 2 11.00 11.5 ,fl x :33? 17.5 4 i ..... >460.3 2741) 57 X 1¼ X 3 7.00 3.0 11.00 11.3 >41 ..44 .4 './. 5t' 7.00 3.0 11.00 11.5 >4 1½ X 4 147 >4 1 i. 277 I'S? X 2 7.00 3.0 6 X 1 12.00 17.0 >4 11 " 1,4 354134>535 X 11/4 505 "3 3 X 1 8.00 4.5 12.00 17.0 1 X 1" :35' '1. X 44 X 1¼ 8.00 4.5 X 1½ 12.00 17.2 2132 1,0' >414.5? 305 X 1½ 8.00 4.4 X 2 12.00 17.4 >47-111.7 &c1 715 X 2 X 21/2 8.00 4.5 12.00 17.4 219 2.6 470,6 X 2112 X 3 X 81 X 31/2 8.00 4.5 12.00 3131; 17.4 31/2 X 3 8.00 6.8 12.00 17.4 233 31 >4 '11.4 X 4 .325 72 4 X 1 9.00 7.5 12.00 17.5 11 1 /4:53' 2>55; :24 >4 15.23 X 11/4 9320 7.5 X 41/2 12.00 17.5 >4 '-24 239 34 >4 925/; 9641 X 11/2 9.00 7.5 X 5 12.00 17.5 X 2 9.00 7.5 8 X 6 + 20.0 'Also available in IlireaOeo sman eno i'o. Dq on u;n0000u idlyu ennu imu. u. + Contact VjlauIic Ion details. 07.01-11 No. 18 No. 19 90 Adapter Elbow @ 45 Adapter Elbow t6j SIZE Approx. Approx. Nominal C to GE C to TE Weight Each C to GE C to TE Weight Each Inches Inches Inches Lbs. Inches Inches Lbs. 3/' 2.25 2.25 0.5 . 1.50 1.50 0.5 1 2.25 2.25 0.5 1.75 1.75 0.6 11/4 2,75 2.75 0.9 1.75 1.75 0.6 U: .7 11/2 2.75 2.75 1.1 1.75 1.75 0.9 442 2 3.25 4.25 2.5 2.00 3.00 1.9 2112 3.75 35 3.0 2.25 2.25 2.3 5.8 2.50 4,25 5.0 31/2 4.50 6.25 8.0 5.25 5.25 8.8 4 5.00 7.25 12.0 3.00 5.25 8.8 6 6.50 6.50 17.6 3.50 3.50 12.7 No. 18 and 19 Adapter Elbows (Ductile iron) C IOU GE C lou TE No. 18 C GE CIO TE No. 19 07 fl. '.1; Available with British Standard Pipe Threads, specify "BSP" clearly on order. .* Contact Viclaulic for details. No. 27 Standpipe Tee (Ductile Iron) C to 1EOB MAEOR No. 27 07 01.150 Approx SIZE C to EOR C to EOH Weight Each Nominal Inches Inches Inches Lbs. Actual mm mm mm kg 4 X 47< 21/2 3.25 4.00 9.1 rt.7.5X1143 ?3f1 83 102 6 X 6 X 21/2 3.25 5.13 14.8 15.1.3 X 153,37<. 72.0 73 131' 3,7 Available with 351750 btanoaro F'ipe i flreaas, Opacity Ubi' clearly on oroer. 07.01-17A Approx SIZE C to EOR C to EOB Weight Each Nominal Inches Inches Inches Lbs. Actual mm roan miii kq 5 X 5 X 8 7.75 5.50 28.7 '11 Y 11.71)1 1i0.7 13. 1 7: 1:5 67< 67< 8 7.75 6.50 37.5 7 No. 21 Bullhead Tee (Ductile Iron) C 153 TEORI C to Tv EDB No. 21 07.01 - 12 07.01-19A SIZE Dimensions - Inches/miitiineterx Approx. Nominal Weight Inches Each A'luat error C H E1 E2 Lbs/he 2 X 2 X 2 2.75 7.00 9.00 4.63 6.4 '17xE., 2< 5117 75 ,'ic. 15 "4 21/2 X 2112 X 21/2 3.00 7.75 10.50 5.75 11.5 x :'2,c• 2< 7ii: 143< 3 X 3 X 3 3.25 8.50 11.50 6.50 . " 1453 0.1.3<3357<2< 1711 117 I'll. 277 l7 31/2 3< 3½ X 31/2 3.25 10.00 13.00 7.75 22.9 153.32< 3(17,$ 2< :31,6 612 25 3311 :1)7 14 4 X 4 3< 3 3,75 10.50 12.88 7.88 23.0 1)4.32<11-11 Xdb111 371 .311': 3.?7 . 2<3<3 74 X 4 3.75 10.50 13.63 8.13 26.0 2< 114.? 7)5 267 .247 207 5 X 5 3< 3 4.00 12.50 14.25 9.25 29.0 4l32<141 7 2<1)452 102 1117 7437 235 X 4 4.00 12.50 15.13 9.63 36.7 X It-IS :02 316 3114 245 -- X 5 4.00 12.50 16.13 10.00 48.0 3< '141,3 17)7 315 413 <'54 6 X 6 X 3 4.50 14.00 15.31 10.31 37.3 744 355 252 14.9 X 4 4.50 14.00 16.25 10.75 46.3 X 11.13 1':I 7133<. '113 273 21.0 X 5 4.50 14.00 17.25 11.13 55.0 2< 41.7 14 3511 4517 2811 24.3 X 6 4.50 14.00 18.25 , 11.50 60.5 8 X 8 3< 3 6.00 18.00 18.19 13.19 76.0 712 .77 -<2 1126 745 X 4 6.00 18.00 19.00 13.50 76.4 3< 74 3' 17? 5. iS: 343 3 7 X 5 6.00 18.00 20.00 13.88 85.6 2< 1.4)51 152 457 71113 352 3551 3< 6 6.00 18.00 21.13 14.38 112.0 36 -5 X 8 6.00 18.00 23.25 15.25 127.1 '177 1 3<7 713<7 177 10 X 10 X 3 6.50 20.50 19.88 14.88 96.0 3713<3<77.13' X 65.11 <53' :53<' .1711 3< 4 6.50 20.50 20.75 15.25 97.4 73 1713 115 121 121 387 X 5 6.50 20.50 21.88 15.75 115.0 73 141.' loS o3'. c-','C .55'1 o2.Z X 6 6.50 20.50 22.88 16.13 133.1 2<71113 3< 8 6.50 20:50 27.25 19.25 156.0 X 10 6.50 20.50 27.25 18.00 r 190.0 x":1. ':r37 71." 12 X 12 X 12 7.00 23.00 31.00 20.50 . 240.0 22333<521373<3<155: 133< 'r4 177 5?". 112.62 I I I I I I I I I I I I I I No. 61 Bull Plug (Steel) I - EloE- ! alp I 57 011011 Approx. SIZE E to E Weight Each Nominal Inches Inches Lbs. 2 4.00 2.5 2½ 5.00 3.0 3 6.00 4.5 7.00 7.5 5 8.00 12.0 6 10.00 17.0 51 4 Steel dish cops available through 7'l' (biU.o mm), contact viclaulic. No. 60 cap is not suitable for use in vacuum service with Style 72 of 750 couplings. No. 61 Bull Plugs should be used. 07.01 -13 No. 30-R Reducing Lateral (Segmentally welded steel) No. 80 Female Threaded Adapter Ductile iron (except as noted) Approx Approx. SIZE C to C to Weight SIZE C to C to Weight Nominal LE SE Each Nominal LE SE Each Inches Inches Inches Lbs. Inches Inches Sin) Inches nil);", Lbs < 2 8.50 3.25 93 12X12X 10 , 23.00 7.00 167.0 X2½ 8.50 3.25 9.8 14X1x4 x 6 26.50 7.50 172.0 4 >1 4 x 2 10.50 3.75 10.0 26.50 7.50 187.0 4:31< I :1 X 21/2 x 8 10.50 3.75 10.0 250 7.50 205.8 < 77,7 74<' Iin n,; 1<214.1 2<' 191 .12< X 3 x 10 10.50 3.75 18.3 26.50 7.50 235.0 X, 16< 277 Y27,37 x 12 1173 17,1 1(4; 5 X 5 X 2 12.50 4.00 24.0 26.50 7.50 250.0 '0':::X 4 7.-,'. 47 941 94.4 >3 3 12.50 4.00 27.0 16X 16 X 6 29.00 8.00 215.0 .......... .<,,..- . :• .' .'. 3< 4 X 8 12.50 4.00 - 26.5 29.00 8.00 262.5 x niS' X 10 94? 947 6 X 6 3< 3 14.00 4.50 37.0 29.00 8.00 265.0 X 4 x 12 14.00 4.50 36.0 29.00 8.00 295.0 ','':"'; 771 333 3< 5 X 14 14.00 4.50 44.7 29.00 8.00 305.0 7,394 '70 y,',3%j 8>3 8 X 4 18.00 6.00 62.0 18 X 18 X 6 32.00 8.50 274.0 7?4.1X217'i '< '.-'.:; o47 62 26,1 461'.,6X4555X 683 617 X 5 X 8 18.00 6.00 75.5 32.00 - 8.50 275.0 >3 'ho' 457 133 34.,, 214.1 617 21€ 124.7 >3 6 X 12 18.00 6.00 82.0 32.00 8.50 347.0 '3 08,7 407 1112 3.7.2 3< 222.9 X 14 813 216 137.4 103< 10 X 4 20.50 6.50 104.8 32.00 8.50 350.0 2'%4 '4 273.0 '4 1.941 194 ol, 1'le 1718,8 20.50 6.50 99.0 32.00 8.50 362.0 X 5 x 16 >3 -1 4 i 165 447 1< 471i30 313 213 164,2 X 6 20.50 6.50 105.8 20 X 20 X 12 35.00 9.00 415.0 1< '66.3 .2i 165 417) .oX6u6,ilX 3773.2 8112 229 183.< >3 8 X 14 20.50 6.50 118.0 35.00 9.00 420.0 >3 2141.1 021 160. 53.5 x 355,e X 16 9.389 229 141376 12 X 12 X 5 23.00 7.00 122.0 35.00 9.00 425.0 62.3.2.'4 323.2 '4 111,3 50.4 178 65.3 X 406,4 869 2111 192,6 >3 61 23.00 7.00 137.0 24 X 24 X 16 40.00 10.00 425.0 X 3941 76 82,1 u13,0 >3210,;) X 405.4 1016 2337 192,6 3< 8 I X 20 23.00 7.00 147.0 40.00 10.00 570.0 >3 719.1 X 320.0 1013 234 7b8.6 ol.sr.xtc Approx. SIZE E to E Weight Each Nominal Inches Inches Lbs. Actual min irm tc 3/4 2.00 1.0 2:06 1.0 1¼ 2.31 1,5s P12.4 54 7 11/2 2.31 1.5s 2 . 2.50 1.4 2112 2.75 1.5 3 2:75 2.9 3;5 4.5 Available with British Standard Pipe threads, specily "BSP" clearly on order. = steel 07.01 - 14 No. 32-R Reducing Tee Wye (Segmentally welded sleet) I I I I No. 48 Hose Nipple (Steel) I 1 I I I I I I I I I I I I I 0111-11, SIZE Dimensions Approx. Nominal Inches/ Weight Each Inches Lbs G H E, i X 3 X 3 3.50 950 10.75 5.75 16.0 X 4 3.75 10.50 13.63 8.13 16,0 5 X 3 X 3 1.25 9.75 11:50 7.63 25.0 X 5 4.00 12.50 16.13 11.13 43.4 Y 5 X 4 X 3 1.88 9.13 11.88 6.88 21.0 Y, .; 176 X 4 1.88 9.13 12.75 7.25 25.0 X. 1 4.'. ,.,. 6 X 4 )( 6 4.50 14.00 18.25 11.50 61.0 )......... . , ,,.-... (. 6 X 5 X 3 1.25 10.75 1300 8.00 27.0 X 4 1.25 10.75 13.88 8.38 31.0 8X 6 X 4 1.00 12.00 14.75 9.25 45.0 8 X 6 X 8 6.00 18.00 23.25 15.25 112.0 0701.238 SIZE Nominal Inches Atuol mm E to E Inches mm Approx. Weight Each Lbs. kg 3/4 3.25 0.3 3.38 0.4 11/4 .174 3.88 .14 0.6 L3 1112 3.88 0.8 2 4.50 1.1 21/2 5.38 2.0 3 5.75 3.2 5 9.75 8.0 6 66 11.00 14.3 8 12.50 24.7 10 14.00 40.1 12 16.00 62.0 07.01 - 15 DESCRIPTION FireLockTM Style 005 rigid coupling has a unique, pat- ented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. The FireLock couplings provide rigidity for valve connections, fire mains and long straight runs. Support and hanging requirements correspond to NFPA 13 [u] I I PRODUCT DIMENSIONS Rated for wet and dry sprinkler systems at 350 PSI (2413 kPa) for 11/4 - 4" (42,4 - 114,3 mm) sizes and 300 PSI (2068 kPa) for 41/4 - 8 (108,0 - 219,1 mm) sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expan- sion, contraction or angular deflection. I I I I I FIRE S LPC and VdS Approved, see notes on page 2. ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic now offers a gas- ket system which requires no field lubrication. The Vic-Plus System (patent pending) is dry, clean, and non-toxic. 7t reduces assembly time substantially and eliminates the mess and chance of over-lubrication. F \tauIic® An 9001 certified company Vic \CasIet System Sprinkler Systems. Angle- pad design permits assem- bly by removing one nut/ bolt and swinging the housing over the gasket. This reduces components to handle during assembly; speeds and eases installa- tion on pipe grooved to Victaulic specifications. Style 005 FireLock cou- plings with the Vic- PlUSTM Gasket System are designed and rec- ommended for use Style 005 FireLoc klM Rigid Coupling with Vic-Plus- Gasket System 0.02.10 SIZE Max. Max. Allow. Dimensions Nominal Work. End Pipe End @ Bolt/Nut Inches/mm Aprx. Inches Press. § Load Sep. t No. - Size Wgt. Ea. Actual rem PSI*IkPa Lbs.*/N In./mm Inches/mm X Y Z Lbs/kg 1¼ 350 755 0.05 2-/eX2 2.75 4.50 1.88 1.2 42,4 2413 3270 1.2 1½ 350 990 0.05 2-/sX2 3.00 4.75 1.88 1.2 2412 70 2 350 1550 0.07 2-/eX2/z 50 5.25 1.88 1.6 2113 'Oi çr ry, 2½ 350 2270 0.07 3 2-/oX 2/2 4.00 5.75 1.88 1.9 :2 76,1 mm 350 2475 0.07 2 - /8 X 2/2 4.13 5.75 1.88 n,iF 1.9 2i8 73 3 350 3365 0.07 2-%X2½ . i 1 4 350 0.16 2-/eX2½ 575 7.25 2i3 3.1 108,0 mm 300 4255 0.16 2/8X2/2 E63 7.25 2.13 3.1 ;:ty .:j 5 300 7290 0.16 1 3 2/2X2/4 6.88 9.00 2.13 4.5 moo :. • 22 14 20 133,0 mm 300 6495 0.16 .'. 2-/X2,4 6.63 9.00 2.13 4.5 36 139,7mm 300 7125 0.16 2½X2~ 6.88 9.00 2.13 4.8 'n.-t,ny ',t71 I '.' 2.2 6 300 10340 0.16 2'/2X2/4 aoo 10.00 2.13 5.0 OUst' 41220 223 1519_0 mm 300 9200 0.16 5 1 2/0X4/4 7.63 10.00 2.13 5.5 .Nic( 4I,0' . 23. F-I 73 165,1 mm 300 9955 -0., 0.16 2-/2X2,4 8.15 10.00 2.13 5.5 28 8 300 17525 0.19 2-5/8 X4/4 10.50 13.13 2.63 11.3 . .,.-,.. '.- © § f Refer to notes on page 2. Victaulic® World Headquarters • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kessletsville Rd., Easton, PA 18040 • 1-800-PICK VIC • F(: 610/250-8817 • www.victaulic.com 1538 Rev.E 10/00 8 Registered Trademark of Victaulic a copyright 1999 Victaulic Printed in U.S.A. MATERIAL SPECIFICATIONS Housing: Ductile iron conform- mg to ASTM A-395, grade 65- 45-15, and ASTM A-536, grade 65-45-12. Housing Coating: Orange enamel O Optional: Hot dipped galva- nized Gasket: O Grade "E" EPDM - Type A Vic-Plus Gasket System t (Violet color code). FrieLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler ser- vices up to the rated working pressure using the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal5 Vic-Plus Gasket System. Contact Victaulic for details. Bolts/Nuts: Heat treated car- bon steel, zinc electroplated to ASTM B-633; Track head bolt conforming to ASTM A-183 minimum tensile 110,000 PSI (758340 IrFa); Flanged hex nut conforming to ASTM A-563, Grade A. t Standard gasket and FlushSeal gasket approved for dry pipe systems to -40°F (-40°C). Supplemental lubricant is rec- ommended for services installed at or Continuously operating below 0°F (-181C). Victaulic continues to recom- mend the use of FlushSeal gaskets for dry services. The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. ,r.r2.25 Rated Working Pressure Rated Working Pressure Pipe Schedule Size Inches UL ULC FM Pipe Schedule Size Inches UL ULC FM 5 1¼-3 175 175 175 EZ 4 300 300 300 10,40 350 1/ 44 350 350 6 175 175 175 5-8 300 300 300 SF 1¼-4 300 300 300 BLT 11/a 2 300 300 300 Super 40 1¼-2 300 300 300 DF 1¼-4 300 300 300 TL 11/4 2 300 300 300 6 175 175 175 WLS 1¼-2 300 300 300 DT 11A-2 300 300 300 XLJXL-11 1 11/a 3 300 300 300 EL 11/4 -2 300 300 300 NOTES: 5 refers to Listed/Approved Schedule 5 steel sprinkler pipe. 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. BLT refers to Listed/Approved steel sprinkler pipe manufactured by American Tube Company. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. DT refers to Listed/Approved Dyne Thread steel sprinkler pipe manufactured by American Tube Company. EL refers to Listed/Approved Eddylite steel sprinkler pipe manufactured by Bull Moose Tube Co. EZ refers to Listed/Approved EZ-Flow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. SL refers to Listed/Approved steel sprinkler pipe manufactured by Western Tube and Conduit Corporation. Super 40/XL refers to Listed/ Approved Super 40 or Super XL steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. WLS refers to Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. XL/XL-11 refers to Listed/Approved XL or XL-11 steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. NOTES Working Pressure and End Load are total, from all infernal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accor- dance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. f For field installation only. FireLock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction. @ Number of bolts required equals number 01 housing segments. Metric thread size boils are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar (175 PSI). WARNING: Piping systems must always be depressurized and drained before attempting disassembly and removal 01 any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with Current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 10.90 -2 Exaggerated for clarity I SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 75 Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77 the Style 75 coupling is recommended for service up to 500 psi/345OkPa depending on size. Housings are cast in two .identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. I I I I i MATERIAL SPECIFICATIONS I I I I I I I I System No. I Location Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/-t-30°C and hot +180°F/+82°C potable water service, NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrite (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°FI+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. CONTRACTOR ENGINEER Submitted By Spec Sect Para Date Approved I www.victaulic.com vICTAuLIc IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2007 vICTAuUc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. Ft S V I hat~L~ I i C° O6.05 1 STYLE 75 DIMENSIONS 1.315 i 500 680 0-0.06 2-43 0.57 2-/BX2 2.38 4.27 1.77 1.3 25 33.4 3450 3025 0-1.6 48 61 108 45 0.6 1.660 500 1080 0-0.06. 210' 0.45 2/2 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 - 38 68 117 45 0.6 1½. 1.900 500 1.420 1 0-0.06 0.40 21'4 x 2 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 1 - 56' 33 . 74 122 45 0.6 2 2.375 . 500 2.215 0-0.06 131' 0.32 2 2 '/8X 3.43 5.22 1.88 1.7 50 603 3450 9860 0-1.6 - 26 67 133 48 0.8 21/2 2.875 500 3.245 0-0.06 i-is' 0.26 . 2-3/x2 3.88 5.68 1.88 1.9 73.0 . 3450 14440 0- 1.6 22 98 144 48 0.9 76 1 mm 3.000 500 . 3.535 0-0.06 1-12' 0.26 2- 3/x2 4.00 5.90 :. 1.88 1.9 76.1 3450 15730 0-1.6 22 102 150 48 0.9 3 3.500 500 4.800 0-0.06. 12' 0.22 ½2" 4.50 7.00: 1.88 2.9 80 88.9 3450 21360 0-1.6 - 18 ' ' 114 178 48 13 • 4.000 500 6.300 0-0.06 0.5' 0.19 2½2 5.00 7.50 1.88 2.9 -J ? ............ -.. ......1 .L 1.3 -.--.- 4 . 4.500 500 7.950 0-0.13 1'36' 0.34 2 21/ -/2X 5.80 8.03 2.13 4.1 p 100 114.3 3450 1 35380 0-3.2 - 26 147 204 54 1.9 p 4.250 450 6.380 0-0.13 r 1 • ' ''1 2-12x70.0 5.55 7.79 2.13 3.7 100 mm 108.0 3100 28395 0-3.2 29 141 ------- -.------.-.,------. 198 54 1.7 ---.------.±----------.......------.--1.--.------.---......--..........--------- ------........ 4½ 5.000 1 450 18.820 0-0.13 11-26' 0.25 2-1/ x3V 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0-3.2 -.-........ 21 156 240 54 2.5 h..-.. •-- - - -....---. 5 P 5.563 450 ---.-- 10.935 ---. 0-0.13 . , 0.27 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 1 -18 23 2-/ax34 175 256 54 2.6 m'5.250 450 9.735 0-0.13 121' 0.28 2 6 82 X 9.37 2.13 6.0 133.0mm 2 133.0 3100 43325 0-3.2 - 24 . 156 1 238 54 2.7 139,7m :2LL 5.500 450 L. 10.665 _.Z9_. 0-0.13 9L 1 -18' 0.28 2-1/ X 31/ 6.80 LL 9.59 at..,. 2,13 6.3 6.000 450 12.735 0-0.13 . 0.21 2-1/ x3Y 738 . 10.48 1.88 6.2 1524rTf 152.4 3100 56670 40i2 is 187 266 48 2.8 TO 6 6.625 450 15.525 0-0.13 r-s' 0.23 2-V x3Y 8.00 11.07 2.13 7.0 1683 3100 69085 0-3.2 18 203 281 54 3.2 Continued on page 3. t @ 4 Refer to notes on page 3. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICIAULIC COMPANY. © 2007 VICTAUUC COMPANY ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.02 REV I STYLE 75 I DIMENSIONS 1 .Qrn'r 6250 450 13800 0-013 I 1 024 - X 82 2 16 5 763 1049 >13 68 1590 3100 61405 0-3.2 - 20 . 194 266 . 54 3.1 165.lmrnt 6.500 450 14.940 0-0.13 0.23 2-35x34 7.84 10.66 2.06 7.2 165.1 3100 - 43 032 - 19 199 271 52 3.3 2032mm4 8.000 450 22.635 0-0.13 0-54' 0.16 2-i/x4Y a., 9.72 13.33 2.31 12,6 203.2 3100 100725 0-3.2 13 247 339 58 5.7 8.625 450 26.280 0-0.13 0.18 10.34 13.97 2.32 12.4 '.' .:'200 219.1 3100 116945 0-3.2 14 263 355 . 59 5.6 2540mrne 10.000 350 27.500 0-013 i 0-43 015 2-3'x5½ 1216 1581 53 208 '. 254.0 2400 122375 0-3.2 11 309 402 •. 64 9,4 304.8mm 12.000 350 39.500 0-013 0 -36 013 2- lax 5/> 1416 1769 53 236 3048 2400 175775 0-3.2 360 449 54 10.7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for -3 1/2720- 90 mm; 25% for 4/100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details 9. ill ;111 !11 --- lip I I I I I vIcTAULIC IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 27 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. www.victaulic.com REV) 06.05. 3 I I I I I I WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. 1111111111111111111111111 ill Ill IIII IIIIIII I Ill WCAS-6ZAQS8 For complete contact information, visit www.victaulic.com wcTAuuc IS REGISTERED TRADEMARK or vIcTAULIc COMPANY. © 2W7 vlcTAuuc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.05 1470 REV I UPDATED 7/2007 xkc I i b, 1:16,05 I <~ SMITH - COOPER 0 INTERN AT I ONAL c® Cast Iron Threaded Fittings * AlL FITTINGS 100% AIR TESTED * ANSI B16.4 us * ISO 9002 MANUFACTURER * ASTM A126 LISTED * LISTED/APPROVED AT 300 PSI * ANSI B 1.20.1 APPROVED I I I Cast Iron 900 Elbow Figure 37E Size A Wgtllbs. 1/2 1.26 0.40 3/4 1.31 0.60 1 1.50 0.92 1-1/4 1.75 1.44 1-1/2 1.94 1.95 2 2.25 3.13 12-1/2 2.70 4.94 Cast Iron Reducing 90° Elbow Figure 37RE Size A B Wgtllbs. 1 x 1/2 1.36 1.26 0.67 1 x 3/4 1.45 1.38 0.76 1-114x 112 1.53 1.34 1.07 1-114x3/4 1.63 1.45 1.02 1-114x1 1.67 1.58 1.21 1-1/2x1/2 1.75 1.52 1.53 1-1/2x3/4 1.75 1.52 1.55 1-1/2x1 1.80 1.65 1.44 1-1/2x1-1/4 1.88 1.82 1.74 2x 1/2 1.97 1.60 2.22 2x3/4 1.97 1.60 2.20 2 x 1 2.02 1.73 2.08 [3 1-1/2 2.16 2.02 2.59 Cast Iron 450 Elbow Figure 37F AA Size A Wgtllbs. 1 1.26 0.83 1-1/4 1.29 1.33 1-1/2 1.44 1.79 i2 1.69 2.89 Cast lion Tee Figure 37T Size A Wgtilbs. 1/2 1.13 0.56 3/4 1.31 0.84 1 1.50 1.25 1-1/4 1.75 2.03 1-1/2 1.94 2.70 2 2.25 4.23 Cast Iron Hex Reducing Coupling Figure 37RC Size A Wgtilbs. 1 x 1/2 1.69 0.54 1x3/4 1.69 0.63 2 x 1(not hex) 2.81 1.83 I I I I I I I I I SMITH - COOPER INTERNATIONAL c®1 Cast Iron Threaded Fittings - * ALL FITTINGS 100% AIR TESTED *ANSI B16.4 * ISO 9002 MANUFACTURER * ASTM Al2( LISTED * LISTED/APPROVED AT 300 PSI *J..,JSI B 1.20.3 APPROVED Cast Iron Reducing Tee Figure 37RT -.1--A -, Ftl -,---B -- Size A B C W9t. lxll2xl 1.50 1.36 1.50 1.08 1x3/4x1 1.50 1.45 1.50 1.13 1 xix 1/2 1.26 1.26 1.36 1.01 lxi x3/4 1.38 1.38 1.45 1.11 1-1/4x1/2x1-1/4 1.75 1.53 1.75 1.64 1-1/4x3/4x1-1/4 1.75 1.62 1.75 1.73 1-1/4xix1/2 1.34 1.26 1.53 1.27 1-114x1x3/4 1.45 1.38 1.63 1.36 1-1l4xlx1 1.58 1.50 1.69 1.53 1-1l4xlx1-1/4 1.75 1.69 1.75 1.79 1-114x1-1/4x112 1.34 1.34 1.53 1.47 1-114x1-1/4x 3/4 1.45 1.45 1.62 1.57 1-1/4x1-1/4x1 1.58 1.581 1.67 1.73 1-1/2x112x1-114 1.81 1.56 1 1.88 1.93 1-112x1/2x1-1/2 1.94 1.66 1.94 2.14 1-1/2x314x1-1 /4 1.94 1.66 1.88 17.11 1-112x314x1-1/2 1.94 1.75 1.94 2.18 1-1/2 x x 1/2 1.44 1.25 1.69 1.75 1-1/2 xix 3/4 1.50 1.44 1.75 1.70 1-1l2x1x1 1.65 1.50 1.80 1.72 1-1/2x1x1-1/4 1.82 1.67 1.88 2.08 1-1/2 x 1 x 1-1/2 1.94 1.80 1.94 2.29 1-112x1-1/4x 1/2 1.41 1.34 1.66 1.67 1-1/2x1-114x 3/4 1.52 1.45 1.75 1.79 1-112x1-1/4x1 1.65 1.58 1.80 1.97 1-112x1-1/4x1-1/4 1.82 1.75 1.88 2.28 1-112x1-114x1-1/2 1.94 1.88 1.94 2.50 1-112x1-1/2x112 1.41 1.41 1.66 1.84 Cast Iron Reducing Tee Cont Figure 37RT Size A --- 1-1/2x1-1/2x3/4 1.52 1.52 1.75 1.95 1-1/2x1-1/2x1 1.65 1.65 1.80 2.13 1-1/2x1-1/2x1-114 1.82 1.82 1.88 2.44 2 x I x 2 2.25 2.02 2.25 3.46 2 x 1-1/4 x 2 2.25 2.10 2.25 3.71 2x1-1/2x112 1.49 1.41 1.88 2.34 2x1-1/2x3/4 1.60 1.52 1.97 2.46 2x i-1/2x 1 1.73 1.65 2.02 2.66 2x1-1/2x1-1/4 1.90 1.82 2.10 2.98 2x1-1/2x1-1/2 2.02 1.94 2.16 3.24 2 x 1-1/2 x 2 2.25 2.16 2.25 3.70 2 x 2 x 1/2 1.49 1.49 1.88 2.74 2 x 2 x 3/4 1.60 1.60 1.97 2.86 2 x 2 x 1 1.73 1.73 2.02 3.05 2x2x1-1/4 1.90 1.90 2.10 3.38 2x2x1-1/2 2.02 2.02 2.16 3.59 Cast Iron Bull Head Tee Figure 37BT -i--A -p- -i---B -. Size A B C Wgt. lxix 1-1/4 1.67 1.67 1.58 1.49 1-1/4x1x1-112 1.88 1.80 1.82 2.07 1-1/4x1-114x1-1/2 1.88 1.88 1.82 2.29 1-112x1-114x2 2.16 2.10 2.02 3.07 1-1/2x1-112x2 2.16 2.16 2.02 3.23 2 x 2 x 2-1/2 2.60 2.60 2.39 5.17 All Weights in Pounds Smith-Cooper International 1057 So. Vail Ave., Montebello, CA 90640 Tel: (323) 890-4455, (800) 766-0076 Fax: (323) 890-4456 www.smithcooper.com (S CI> JY ill. ii it &P U Y III JS INTERNATIONAL Ductile Iron Threaded Fittings C u1 * ALL FITTINGS 100% AIR TESTED *AS/ ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A536 LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 Ductile Iron 900 Elbow Ductile Iron Coirn1ii, < FM APPROVED I I I I I I I I I I I I I I I I I I I Figure 35E Size A Wgt - t 1/2 1.13 0.24 3/4 1.31 0.40 _ 1 1.50 0.64 1-1/4 1.75 0.95 1-1/2 1.94 1.24 2 2.25 1.74 2-1/2 2.70 3.28 Ductile Trim R pdiirincr q° T1hnw Figure 35RE Size f ' 3/4x1/2 1.22 1.20 0.33 1x1/2 1.36 1.26 0.44 1 x3/4 1.45 1.38 0.53 1-1/4x112 1.53 1.34 0.64 1-1/4 x 3/4 1.631 1.45 0.75 1-114x1 1.67 1.58 0.77 1-1/2 x 1/2 1.7 1.52 1-1/2x3/4 1.75 1.52 0.95 1-1/2 x 1 1.80 1.65 0.99 1-1/2x1-1/4 1.88 1 1.82 1.14 2x112 1.97 1.60 1.35 2x3/4 1.97 1.60 1.39 2 x 2.02 1.73 1.58 2x1-1/4 2.10 1.90 1.62 2x1-112 2.16 2.02 1.67 2-1/2x1-112 2.51 2.16 2.32 2-112x2 2.60 2.39 3.01 Dnetile Trim Rracq Sef TTiiini' Figure 3513 Size A Wgt 1/2 1.88 0.47 I iJ .00 2 2.19 0.66 I Y1I 3/4 [ I 1 1.08 1-1/4 2.50 1.54 LL 1-1/2 _2.62 2.03 2 3.12 3.15 Ductile Trim Tee Figure 35T Size A WT (I I 1/2 1.13 0.33 3/4 1.31 0.50 I 1-1/4 1.75 1.30 1-1/2 1.94 1.63 J 2 2.25 2.63 2-1/2 2.70 1 .55 Figure 35CP Size A Wqt I A 1/2 1.38 0.18 3/4 1.63 0.26 1 1.75 0.44 1-1/4 2.00 0.54 1-1/2 2.19 0.71 2 2.62 .15 2-1/2 3.00 22.29 Ductile Trim Can Figure 35C Size 4 A + 1/2 0.87 0.15 3/4 0.97 0.22 1 1.16 0.33 1-1/4 1.28 0.54 1-1/2 1.33 0.68 2 1,45 0.96 2-1/2 1.70 1.80 Ductile Trim 14ev Raichiiw Figure 35HB Size _ *:A I x 1/2 1.06 0.22 1x3/4 1.06 0.18 1-1/4 x 1 1.19 0.31 1-1/2x1 1.25 0.53 1-1/2x1-1/4 1.25 0.35 2 x 1 1.38 0.75 2x1-1/4 1. 0.69 2x1-1/2 1.38 0.62 Ductile Trim 4° Flhnw IFigure 35F Size '• W gt ] 1-1/4 AA j 1/2 0.88 022 3/4 0.98 0.33 1.29 0.73 1-1/2 T44 0.93 1.69 1.55 2-1/2 Ductile Trim Beam Clcmunc Figure 355P Size A I 9-t- 3/8 -'g-1 0.31 1/2 -9-4- <@> SMITH COOPER INTERN AT I ON AL Ductile Iron Threaded Fittings C us * ALL F]TTINGS 100% AIR TESTED * ASMEJ ANSI B16.3 un 3 * ISO 9002 MANUFACTURER * ASTM A536 LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 Diicffle Iron Bull Head Tee DucHlp1rnn 'RpdiirinrrTpp APPROVED FIQ-nre AqRT Figure35BT -B--. I Size A B C Wgt 3/4 x 314 x 1 1.45 1.45 1.37 0.68 1 xi x 1-114 1.67 1.67 1.58 0.97 lxix 1-1/2 1.80 1.80 1.65 1.14 1-1/4 x 1 x 1-1/2 1.88 1.80 1.82 1.43 1-1/4x1-1/4x1-1/2 1.88 1.88 1-114x1-114x2 2.10 2.10 1.90 1-1/2 x 1-1/4 x 2 2.16 2.10 1.82 r2.O 2.02 1-1/2 x 1-1/2 x 2 2.02 2x2x2-1/2 2.16 2.16 2.60 2.60 2.39 Thirfile Iron 11e Reducing Coui,ling Figure 35RC Size •• WI1 lx 1/2 1.69 0.40 1 x 3/4 1.69 0.38- 1-1/4 x 3/4 2.06 0.53 2x1 (not hex) 2.81 0.53 Ductile Iron Cross &z Reducing Cross Figure 35X Size A B Wgt 1 1.50 1.50 0.97 1-1/4 1.75 1.75 1.59 1-1/2 1.94 1.94 1.89 2 2.25 2.25 2.93 Figure 35X - Size A 1-1/4x1 1.67 1.58 1.25 1-1/2x1 1.80 1.65 1.48 2x 1 2.02 1.73 2.64 Thin-up Iron Pliicrs ge 355P Size WF JUA 1/2 0.94 0.10 3/4 1.12 0.18 1 1.25 0.28 1-1/4 1.37 0.50 1-1/2 1.44 0.70 2 1.50 0.90 Size • g -- -war 3/4 x3/4x1/2 1.20 1.20 1.22 0.46 I x 1/2 x 1 1.50 1.36 1.50 0.70 1 x 3/4 x 3/4 1.38 1.31 1.45 0.68 1 x 3/4 x 1 1.50 1.45 1.50 0.77 1 x 1 x 1/2 1.26 1.26 1.36 0.66 1 x 1 x 3/4 1.38 1.38 1.45 0.73 1-1/4x1/2x1-1/4 1.75 1.53 1.75 1.04 1-1/4x3/4x1-1/4 1.75 1.62 1.75 1.09 1-1/4x1x1/2 1.34 1.26 1.53 0.81 1-1/4xx3/4 lAS 1.38 1.63 0.90 1-1/4x1x1 1.58 1.50 1.69 1.03 1-1/4x1x1-1/4 1.75 1.69 1.75 1.10 1-1/4x1-114x1/2 1.34 1.34 1.53 0.87 1-1/4x1-1/4x3/4 1.45 1.45 1.62 0.96 1-1/4x1-1/4x1 1.58 1.58 1.67 1.10 l-1/2x1/2x1-1/4 iT 1-1/2x 1/2 x1-1/2 1.94 1.66 1.94 1.42 1-1/2x3/4x1-1/4 1.94 1.66 1.88 1.42 1-1/2x3/4x1-i/2 1.94 1.75 1.94 1.47 1-1/2 x1x1/2 1.44 1.25 1.69 0.97 1-1/2 x1x3/4 1.50 1.44 1.75 1.14 1-1/2x1x1 1.65 1.50 1.80 1.14 1-1/2 x 1 x 1-1/4 1.82 1.67 1.88 1.47 1-1/2x1x1-1/2 1.94 1.80 1.94 1.52 1-1/2 x1-1/4x1/2 1.41 1.34 1.66 1.03 1-1/2x1-1/4x3/4 1.52 1.45 1.75 1.10 1-1/2 x 1-1/4 x 1 1.65 1.58 1.80 1.31 1-1/2x1-1/4x1-1/4 1.82 1.75 1.88 1.52 1-1/2x1-1/4x1-1/2 1.94 1.88 1.94 1.50 1-1/2x1-1/2x1/2 1.41 1.41 1.66 1.14 1-1/2x1-1/2x3/4 1.52 1.52 1.75 1.23 1-1/2 x1-1/2x1 1.65 1.65 1.80 1.38 1-1/2 x 1-1/2 x 1-1/4 1.82 1.82 1.88 1.50 2 x 1 x 2 225 2.02 2252i8 2 x 1-1/4 x 2 2.25 2.10 2.25 2.31 2x1-1/2 x1/2 1.49 1.41 1.88 1.50 2x1-1/2x3/4 1.60 1.52 1.97 1.61 2 x 1-1/2 x 1 1.73 1.65 2.02 1.65 2 x 1-1/2 x 1-1/4 1.90 1.82 2.10 2.03 2 x 1-1/2 x 1-1/2 2.02 1.94 2.16 2.37 2 x 1-1/2 x 2 2.25 2.16 2.25 2.53 2 x 2 x 1/2 1.49 1.49 1.88 1.50 2x2x3/4 1.60 1.60 1.97 1.67 2 x 2 x 1 1.73 1.73 2.02 1.91 2x2x1-1/4 1.90 1.90 2.10 2.05 2x2x1-1/2 2.02 1 2.02 2.16 2.11 11-vo, =t Fig. 4L C®USLISTEO Longitudinal "In-Line" Sway Brace Attachment Size Range - 2" through 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2" - 8". Approved by Factory Mutual Engineering (FM), 2' - 8" pipe. Installation Instructions - The Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. n 0 Dimensions • Weights I Max. Rec. *Max Fee Bolt . 1] I ) Sizes A C D Load Lbs. Load Lbs. Approx. Size (cULus) (FM) Wt./100 21/2 67A6 21/2 23/4 1/2 2015 3000 253 ) 3 7 23/4 31/16 1/2 2015 1550 268 4 8½ 33/s 311/is 1/2 2015 1550 348 .2i 5 93/4 37/8 43/a 1/2 2015 1450 380 Longitudinal Brace 6 111/2 5 51/s 1/2 2015 1450 640 g 8 131/4 61Vi& 61/8 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 30" - 90". No reduction of load based on brace angle is required. FM approved when used with 1", 11/4", 11/2" or 2' Sch. 40 brace pipe. 4-Way Riser Brace (Plan view) ToLco® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5256 In www.toico.com I I Li I I I I I I I I I Component of State of California OSHPD Approved Seismic Restraints System CUS usita I Fig. 69 - Beam Clamp Retaining Strap I Size Range - 3/8 thru 7/8 rod by 4' thru 16" length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types I of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies I requirements of NFPA 13(1999)6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all I component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. I Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints I Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD projects, please refer to the TOLCO Seismic I Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length 'B' and rod size I being used with beam clamp Note - Minimum return on Strap: 1". I I Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 - 7/8 Specify Specify Longer lengths are available, consult factory. I I [1 I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.706.5266 www.tolco.com Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 I Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8 thru 7/8 hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD prolects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - vanaie in HLR3 iinisn or Stainless bteel maieriais. Order By - Figure number I I I I Ii Fig. 99 - All Thread Rod Cut to Length Component of State of California OSHPD Approved Seismic Restraints System FIG. 98 FIG. 986 I Size Range - Secures 3/8 thru 7/8 rod in 1 increments Material - Carbon Steel I Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and I HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Size Range - Secures 3/8 thru 11h rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Fig. 100 - All Thread Rod Full Lnrith Dimensions Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wti100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 02079 • PH: 951.737.5500 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.706.5266 www.tolco.com ace vtaw Maximum Design Load 2015 Lbs. Weight/100 237.5 Lbs. UL Listed as Hanger Attachment 6" Pipe Max. FM Approved Design Loads* 2900 - Across Beam 1350 - Along Beam Component of State of California OSHPD Approved Seismic Restraints System Fig. 825 - Bar Joist Sway Brace Attachment Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Material - Carbon Steel Function - To attach sway bracing and hanger assemblies to steel open web structural members. Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper instal- lation torque (mm. 31 ft.-lbs.). Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions - The Fig.. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, 'bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- lines should be followed. To Install - Place the Fig. 825 on the steel beam, tighten the cone point set bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Important Structural Note 'çct The TOLCO Fig. 825 has significant UL established design loads, however, struc- tural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be within 6" of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span. For instal- lations within the center third section of the joist span, use UL Listed TOLCO Fig. 825A. Finish - Plain, Electro-Galvanized and HDG Order By - Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 * Load shown is allowable with brace installed, between 300 - 900. No reduction of load based on brace angle is required. I I I I 'Ii I 1 I I I I I I I I c@ US LISTED 3/8" V.. PK FNt \'SW -I-OLCOa brand bracing components are desgined to be compatible ONLY with other TOLCOa brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 Im CUSTOMER SERVICE • 800.786.5266 www.tolco.com I I Fig. 980 - Universal Swivel Sway Brace Attachment C & US LISTED Size Range - One size fits bracing pipe 1" thru 2', TOLCO 12 gauge channel, and all structural steel up to 1/4" thick. Material - Carbon Steel I Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concen- tric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are I based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional ' attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the bracing pipe and TOLCO 'braced pipe" attachment, Fig. I 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. ed nl To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372, PATENT #6,517,030, PATENT #6,953,174, PATENT#6,708,930, PATENT #7,191,987, PATENT #7,441,730 I I Dimensions • Weights Max. Design **Max. Design Approx. A B H* Load Lbs. Load Lbs. wtjloo (cULus) (FM) 51/4 1/8 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4° fastener. Consult factory. ** Load shown is allowable with brace installed, between 30° - 90°. No reduction of load based on brace angle is required. Lateral Brace I TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com I I I I I c(3tts ItSIES / H H Maximum Design Load 1" thru 4" pipe size —2015 lbs. 6 size - 1265 lbs. FM Approved Design Loads* 1" - 21/2" - 600 lbs 3" - 4" - 700 lbs. Fig. 1000 - "Fast Clamp" Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Size Range - Pipe size to be braced: 1 thru 6' Schedule I 10 thru 40 IPS.* Pipe size used for bracing: 1" and 11/4 Schedule 40 PS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load I 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic I disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, I forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of I bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to I assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the "braced pipe" attachment I component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. I To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the I brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). ' Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic I Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless ' Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed I seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing componen:s, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shell NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.706.5268 Is www.roko.com I If I I I Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No. Representative Series 709DCDA Double Check Detector Assemblies Sizes: 3 - 10" (80 - 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks . . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. I Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local I authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be UL/FM approved with ULIFM approved OSY shutoff valves. The auxiliary line shall I consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWWA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic I Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. 4 _f t 114' 7O9DCDAOSY Check I Mc t Cock Cover Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS INWAM@ REGULATOR I I I I I I . provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and I assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, /e" x 3/4" (16 x 19mm) meter and ball type test cocks. I Features Body construction fused epoxy coated cast iron Replaceable bronze seats I . Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance I . Furnished with /e' x 3/4 ' (16 x 19mm) bronze meter No special tools required for servicing I Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Materials Body: Epoxy coated cast iron Seat: Bronze Disc Holder: Bronze Trim: Stainless steel Check Valve Discs: Rubber Test Cocks: Bronze Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 11° - 10° (100 —250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33°F - 110°F (5° - 43°C) continuous, 140°F (60°C) intermittent Maximum Working Pressure: 1 75psi (12.06 bar) Standards AW\NA Standard C51 0 Approvals 1~ssi fie FM C S Approved ~(s 19 B.64 1048 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Sizes 4° - 10" (100 - 250mm) approved for horizontal and vertical 'flow up. Size 3" (76mm) approved for horizontal only. Factory Mutual approved 4° - 10° vertical "flow up'. --------------A -------------------------------------------------- SIZE In. (DN) mm in. A mm in. C mm D in. mm in. E mm DIMENSIONS in. I mm in. R mm I in. mm in. [1° mm WEIGHT WiDSYt gates lbs. kgs. 3 80 40 1016 18/e 479 31/2 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 223/4 578 33/4 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 621/2 1588 301/8 765 41/2 114 21 533 411/2 1054 16 406 71/2 191 16 406 727 330 8 200 75 1905 373/4 959 51/2 140 26 660 52 1321 17 432 1 9 229 1 21 533 1 1327 602 10 250 90 2286 453/4 1162 1 61/2 165 32 813 64 1626 18 457 1 101/4 260 1 25 635 1 2093 949 * Service clearance for check assembly from center. tULJFM approved backflow preventers must include UL/FM approved OSY. "Ill" - - •iiiiun ___ - 1111111_•' — - - 1111111 - 1111111 fi 9 Pressure Drop Pressure Drop * * * _ - - - m - - - m m - - - - - - - - - Pressure Drop Pressure Drop III" :111111 - = =flhlfll - - For Technical Assistance Call Your Authorized Watts Agent. Telephone # Fax # Hweou*nmns: Watts Regulator Company 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 Edwards, Plait & Deely, Inc. 271 Royal Ave., Hawthorne, NJ 07506 973 427-2898 973 427-4246 Edwards, Plait & Deely, Inc. 368 Wyandanch Ave., North Babylon, NY 11703 . 631 253-0600 631253-0303 W. P. Haney Co., Inc. 51 Norfolk Ave., South Easton, MA 02375 508 238-2030 508 238-8353 J. B. O'Connor Company, Inc. P.O. Box 12927, Pittsburgh, PA 15241 724 745-5300 724 745-7420 RMT Glenfield Bus. di., 2535 Mechanicsville Tpk., Richmond, VA 23223 804 643-7355 804 643-7380 The Joyce Agency, Inc. 8442 Alban Rd., Springfield, VA 22150 703 866-3111 703 866-2332 Vernon Bitzer Associates, Inc. 980 Thomas Drive, Warminster, PA 18974 215 443-7500 215 443-7573 WMS Sales, Inc. (Main office) 9580 County Rd., Clarence Center, NY 14032 716 741-9575 716 741-4810 Billingsley & Associates, Inc. 2728 Crestview Ave., Kenner, LA 70062-4829 504 602-8100 504 602-8106 Billingsley & Associates, Inc. 478 Cheyenne Lane, Madison, MS 39110 601 856-7565 601856-8390 Francisco J. Ortiz & Co., Inc. Charlyn Industrial Pk., Road 190 KM1 .9 - Lot #8, Carolina, Puerto Rico 00983 787 769-0085 787 750-5120 Mid-America Marketing, Inc. 203 Industrial Drive, Birmingham, AL 35211 205 879-3469 205 870-5027 Mid-America Marketing, Inc. 1364 Foster Avenue, Nashville, TN 37210 615 259-9944 615 259-5111 Mid-America Marketing, Inc. 5466 Old Hwy. 78, Memphis, TN 38118 901795-0045 901795-0394 Smith & Stevenson Co., Inc. 4935 Chastain Ave., Charlotte, NC 28217 704 525-3388 704 525-6749 Harry Warren, Inc. 1243 West Colonial Dr., Orlando, FL 32804 407 841-9237 407 841-9246 Watts Georgia 2861-B Bankers Industrial Drive, Atlanta, GA 30360 770 209-3310 770 447-4583 Aspinall Associates, Inc. 6840 Hillsdale Court, Indianapolis, IN 46250 317 849-5757 317 845-7967 Dave Watson Associates 1325 West Beecher, Adrian, MI 49221 517 263-8988 517 263-2328 Disney McLane & Associates 428 McGregor Ave., Cincinnati, OH 45206 800 542-1682 877 476-1682 BWA Company 17610 S. Waterloo Rd., Cleveland, OH 44119 216 486-1010 216 486-2860 Mid-Continent Marketing Services Ltd. 1724 Armitage Ci, Addison, IL 60101 630 953-1211 630 953-1067 Soderhoim & Associates, Inc. 7150 143rd Ave. NW., Anoka, MN 55303 763 427-9635 763 427-5665 Stickler & Associates 333 North 121 St., Milwaukee, WI 53226 414 771-0400 414 771-3607 Hugh M. Cunningham, Inc. 13755 Benchmark, Dallas, D( 75234 972 888-3808 972 888-3838 Mack McClain & Associates 11132 South Towne Square, Suite 202, St Louis, MO 63123 314 894-8188 314 894-8388 Mack McClain & Associates, Inc. 1450 NE 69th Place, Ste. 56 Ankeny, IA 50021 515 288-0184 515 288-5049 Mack McClain & Associates, Inc. 15090 West 116th St., Olathe, KS 66062 913 339-6677 913 339-9518 OK! Sales, Inc. 2200 Blue Creek Dr., Norman, OK 73026 405 360-6161 405 360-0092 Phoenix Marketing, Ltd. 2416 Candelaria N.E., Albuquerque, NM 87107 505 883-7100 505 883-7101 Delco Sales, Inc. 1930 Raymer Ave., Fullerton, CA 92833 714 888-2444 714 888-2448 Delco Sales, Inc. 111 Sand Island Access Rd., Unit 1-10, Honolulu, HI 96819 808 842-7900 808 842-9625 Fanning & Associates, Inc. 6765 Franklin St., Denver, CO 80229-7111 303 289-4191 303 286-9069 Hollabaugh Brothers & Associates 6915 South 194th St., Kent, WA 98032 253 867-5040 253 867-5055 Hollabaugh Brothers & Associates 3028 S.E. 17th Ave., Portland, OR 97202 503 238-0313 503 235-2824 Fl 8 Sales, Inc. 3050 North San Marcos Place, Chandler, AZ 85225 480 892-6000 480 892-6096 Preferred Sales 31177 Wiegman Road, Hayward, CA 94544 510 487-9755 510 476-1595 R. E Fitzpatrick Sales, Inc. 4109 West Nike Dr. (8250 South), West Jordan, UT 84088 801282-0700 801 282-0600 Watts Industries (Canada) Inc. (Watts Regulator Co. Division) 5435 North Service Road, Burlington, Ontario L7L 5H7 905 3324090 905 332-7068 Con-Cur West Marketing, Inc. 718 Clipper Street, Coquitlam, British Columbia V3K 6X2 604 540-5088 604 540-5084 D.C. Sales Corporation Inc. #10-6130 4th St. S.E., Calgary, Alberta T2H 2A6 403 253-6808 403 259-8331 D.C. Sales Corporation Inc. 11420 142 Street, Edmonton, Alberta T5M 1V1 780 496-9495 780 496-9621 GTA Sales Team. Greater Toronto Area 888 208-8927 888 479-2887 Hydro-Mechanical Sales, Ltd. 3700 Joseph Howe Drive, Suite 1, Halifax, Nova Scotia B3L 4H7 902 443-2274 902 443-2275 Hydro-Mechanical Sales, Ltd. P.O. Box 1445 (Mailing), 297 Collishaw SL, Suite 7 (shipping) Moncton, New Brunswick El 9R2 506 859-1107 506 859-2424 J.D.S. Sales Ltd. 4 Lancaster Street, St. John's, Newfoundland Al 5P7 709 579-5771 709 579-1558 Le Groupe B.G.T., Inc. 23 du Buisson, Pont Rouge, Quebec G3H 1X9 418 873-2500 418 873-2505 Le Groupe B.G.T., Inc. 66 des Enterprises #208, Boisbriand, Quebec J7G 2T3 450 434-9010 450 434-9848 Mar-Win Agencies, Ltd. 1333 Clifton St., Winnipeg, Manitoba R3E 2V1 204 775-8194 204 786-8016 Northern Mechanical Sales RD. Box 280 (mailing) 163 Pine St. (shipping), Garson, Ontario P31- 1S6 705 693-2715 705 693-4394 Falser Enterprises, Ltd. P.O. Box 28136 (mailing), 1885 Blue Heron Dr., #4, London, Ontario N6H 51_9 519 471-9382 519 471-1049 RAM Mechanical Marketing Inc. 1401 St. John Street, Regina, Saskatchewan S4R 1S5 306 525-1986 306 525-0809 RAM Mechanical Marketing Inc. 510 Ave M South, Saskatoon, Saskatchewan S7M 2K9 306 244-6622 306 244-0807 Walmar Mechanical Sales 24 Gurdwara Rd., Nepean, Ontario K2E 885 613 225-9774 613 225-0673 EXPORT Hdqtrs.: Wafts Regulator Co. 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 "WAM@IMMLIN F9J9c)1 I Watts USA website: www.wattsreg.com REGULATOR I CERTIFIED I Watts Canada website: www.wattscanada.ca ES-709DCDA 0522 0 Watts Regulator Company, 2005 feceived at: 9:07AM, 11/23/2009 NOV-23-2009 09:1P FROM: FROM FAX ND. TO: 18585131322 P.2/2 Mar. 31 29 88:35AM P1 W california Injustriolserpices. You're local Fire Sprinkler Company!!!! (Lie No. C-16 - 844903) www.cisflre.com September 21, 2009. Fire Chief City of Imperial RE: Request for Flow Test Information Dear Fire Chief: Please provide flow test information for the proposed located in 510 West Aten Rd. In Imperial Ca. The Fire Main supply is proposed to be connected to Please prove the following data at your earliest convenience: Static Pressure. -() psi Residual Pressure: 3 sl Pitot Reading: Flow: //.5Pgpm Thank you In advance for your time and cooperation in providing this information. Sincerely, Sergio Delgado 475 -iS Cesar Chavez Blvd. C&lxiCo Co. $2231 Phone; (750)3574057 Fa (TOO) 4314450 Col. (7fl0)455.59a3 sds@cisfirecom I I I I I I I I I I I I I I I I I WESTERN FIRE PROTECTION, INC. 13630 DANIELSON STREET POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR LIFE TECHNOLOGIES 5781 VAN ALLEN WAY CARLSBAD, CA 92008 FILE NUMBER: C-2722 DATE: JAN 22, 2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: GROUP A PLASTICS CARTONED DENSITY: 0.30 GPM PER SQ.FT. AREA OF APPLICATION: 2000 SQ.FT. @ ROOF + 10 IN-RACK COVERAGE PER SPRINKLER: 80 SQ.FT. MAX NUMBER OF SPRINKLERS CALCULATED: 26 AT ROOF, 10 IN-RACKS ROOF SPRINKLER DEMAND: (@ NODE G) 1042.8 GPM 0 60.8 PSI IN-RACK DEMAND: (0 NODE G): 226.7 GPM 0 60.8 PSI FLOW AND PRESSURE REQUIRED (0 BOR): 1269.5 GPM @ 63.6 PSI TOTAL WATER REQUIRED (including hose): 1769.5 GPM PRESSURE REQUIRED AT SOURCE: 84.2 PSI PRESSURE AVAILABLE AT SOURCE: 88.4 PSI SPRINKLER K FACTOR: K=8.0 AT ROOF, K=5.6 IN-RACKS DESIGN/LAYOUT BY: G.RUIZ AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR LICENSE NUMBER: C-16, 588039 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * 50040828 HRS SYSTEMS, INC. I I I I I I I I I I I I I I I I U SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy I WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) I SRC 111.6 102.6 1060.0 88.4 1769.5 84.2 Required pressure is 4.2 psi (5%) less than available pressure. AGGREGATE FLOW ANALYSIS: I TOTAL FLOW AT SOURCE 1769.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1269.5 GPM I NODE NODE ANALYSIS DATA TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 31.8 K= 8.00 26.3 41.1 I S2 31.8 K= 8.00 25.2 40.2 S3 31.8 K= 8.00 23.8 39.0 S4 31.8 K= 8.00 23.5 38.8 I S5 31.8 K= 8.00 23.5 38.8 S6 31.8 K= 8.00 23.5 38.8 S7 31.8 K= 8.00 23.7 39.0 S8 31.8 K= 8.00 24.3 39.4 I S9 31.8 K= 8.00 26.1 40.9 S10 31.8 K= 8.00 24.9 40.0 Sib 31.8 K= 8.00 24.3 39.4 I S12 31.8 K= 8.00 24.0 39.2 S13 31.8 K= 8.00 24.0 39.2 S14 31.8 K= 8.00 24.0 39.2 S15 31.8 K= 8.00 24.2 39.4 I S16 31.8 K= 8.00 24.8 39.8 S17 31.8 K= 8.00 26.3 41.0 S18 31.8 K= 8.00 25.1 40.1 I S19 31.8 K= 8.00 24.5 39.6 S20 31.8 K= 8.00 24.2 39.3 S21 31.8 K= 8.00 24.1 39.3 S22 31.8 K= 8.00 24.2 39.3 I S23 31.8 K= 8.00 24.3 39.5 S24 31.8 K= 8.00 24.9 39.9 S25 31.8 K= 8.00 33.6 46.3 I S26 31.8 K= 8.00 33.6 46.4 1 8.5 K= 5.60 17.2 23.2 2 8.5 K= 5.60 17.2 23.3 3 8.5 K= 5.60 17.4 23.3 U 4 8.5 K= 5.60 17.7 23.6 5 8.5 K= 5.60 18.1 23.8 6 14.5 K= 5.60 15.0 21.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 7 14.5 K= 5.60 15.0 21.7 8 14.5 K= 5.60 15.2 21.8 9 14.5 K= 5.60 15.4 22.0 10 14.5 K= 5.60 15.9 22.3 A 8.5 - - - - 19.6 - - - B 14.5 - - - - 17.1 C 30.0 - - - - 12.4 - - - Cl 30.0 - - - - 16.6 - - - D 30.0 - - - - 21.7 E 30.0 - - - - 27.2 - - - F 30.0 - - - - 47.5 G 3.0 - - - - 60.8 - - - Ri 31.8 - - - - 36.2 - - - R2 31.8 - - - - 29.9 - - - R3 31.8 - - - - 36.3 - - - R4 31.8 - - - - 29.8 - - - R5 31.8 - - - - 36.3 - - - R6 31.8 - - - - 30.1 - - - R7 31.8 - - - - 37.7 - - - R8 31.8 - - - - 33.7 - - - R9 31.8 - - - - 38.1 - - - RiO 31.8 - - - - 34.5 - - - Rll 31.8 - - - - 38.0 - - - R12 31.8 - - - - 35.5 - - - R13 31.8 - - - - 38.1 R14 31.8 - - - - 36.0 - - - R15 31.8 - - - - 38.2 R16 31.8 - - - - 36.6 - - - R17 31.8 - - - - 38.4 - - - R18 31.8 - - - - 37.0 - - - R19 31.8 - - - - 38.5 - - - R20 31.8 - - - - 37.4 R21 31.8 - - - - 38.6 R22 31.8 - - - - 37.8 - - - R23 31.8 - - - - 38.8 - - - R24 31.8 - - - - 38.1 - - - R25 31.8 - - - - 38.9 R26 31.8 - - - - 38.4 - - - R27 31.8 - - - - 39.1 - - - R28 31.8 - - - - 38.6 - - - R29 31.8 - - - - 39.2 - - - R30 31.8 - - - - 38.9 - - - R31 31.8 - - - - 39.4 - - - R32 31.8 - - - - 39.1 - - - R33 31.8 - - - - 39.6 R34 31.8 - - - - 39.3 - - - R35 31.8 - - - - 39.7 - - - R36 31.8 - - - - 39.5 - - - R37 31.8 - - - - 39.9 - - - P.38 31.8 - - - - 39.7 - - - R39 31.8 - - - - 40.1 - - - R40 31.8 - - - - 39.8 - - - I I I 1 I I I I I I I Li I 1 I I 1 El I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R41 31.8 - - - - 40.3 R42 31.8 - - - - 40.0 - - - R43 31.8 - - - - 40.5 - - - R44 31.8 - - - - 40.1 R45 31.8 - - - - 40.6 R46 31.8 - - - - 40.2 - - - R47 31.8 - - - - 40.8 - - - R48 31.8 - - - - 40.4 - - - R49 31.8 - - - - 41.0 - - - R50 31.8 - - - - 40.4 R51 31.8 - - - - 41.2 - - - R52 31.8 - - - - 40.5 - - - R53 31.8 - - - - 41.5 - - - R54 31.8 - - - - 40.6 - - - R55 31.8 - - - - 41.7 - - - R56 31.8 - - - - 40.7 - - - R57 31.8 - - - - 41.9 - - - R58 31.8 - - - - 40.7 - - - R59 31.8 - - - - 42.2 - - - R60 31.8 - - - - 40.7 - - - R6. 31.8 - - - - 42.4 - - - R62 31.8 - - - - 40.7 - - - Ml 30.8 - - - - 38.4 M2 30.8 - - - - 33.2 - - - M3 30.8 - - - - 38.4 - - - M4 30.8 - - - - 33.3 M5 30.8 - - - - 38.5 M6 30.8 - - - - 33.6 M7 30.8 - - - - 38.5 - - - M8 30.8 - - - - 34.3 M9 30.8 - - - - 38.6 - - - M10 30.8 - - - - 35.0 Mil 30.8 - - - - 38.6 - - - M12 30.8 - - - - 35.7 - - - M13 30.8 - - - - 38.7 M14 30.8 - - - - 36.3 - - - M15 30.8 - - - - 38.8 - - - M16 30.8 - - - - 36.9 M17 30.8 - - - - 38.9 - - - Milo, 30.8 - - - - 37.3 - - - M19 30.8 - - - - 39.0 - - - M20 30.8 - - - - 37.8 - - - M21 30.8 - - - - 39.1 - - - M22 30.8 - - - - 38.1 M23 30.8 - - - - 39.3 - - - M24 30.8 - - - - 38.5 - - - M25 30.8 - - - - 39.4 - - - M26 30.8 - - - - 38.8 - - - M27 30.8 - - - - 39.6 M28 30.8 - - - - 39.0 - - - M29 30.8 - - - - 39.7 - - - M30 30.8 - - - - 39.3 - - - I I I I I I I I I I I I I I I I 1 I k SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M31 30.8 - - - - 39.9 M32 30.8 - - - - 39.5 - - - M33 30.8 - - - - 40.0 M34 30.8 - - - - 39.7 - - - M35 30.8 - - - - 40.2 - - - M36 30.8 - - - - 39.9 M37 30.8 - - - - 40.4 - - - M38 30.8 - - - - 40.1 - - - M39 30.8 - - - - 40.5 - - - M40 30.8 - - - - 40.2 - - - M41 30.8 - - - - 40.7 - - - M42 30.8 - - - - 40.4 - - - M43 30.8 - - - - 40.9 - - - M44 30.8 - - - - 40.5 M45 30.8 - - - - 41.1 M46 30.8 - - - - 40.6 - - - M47 30.8 - - - - 41.3 - - - M48 30.8 - - - - 40.7 - - - M49 30.8 - - - - 41.5 - - - M50 30.8 - - - - 40.8 - - - M51 30.8 - - - - 41.7 - - - M52 30.8 - - - - 40.9 M53 30.8 - - - - 42.0 - - - M54 30.8 - - - - 41.0 - - - M55 30.8 - - - - 42.2 - - - M56 30.8 - - - - 41.0 - - - M57 30.8 - - - - 42.5 - - - M58 30.8 - - - - 41.0 M59 30.8 - - - - 42.7 - - - M60 30.8 - - - - 41.0 - - - M61 30.8 - - - - 43.0 - - - M62 30.8 - - - - 41.0 TOR 30.8 - - - - 45.8 BOR 0.5 - - - - 63.6 - - - DI -3.0 - - - - 65.6 UG1 -3.0 - - - - 66.2 - - - UG'l -3.0 - - - - 72.9 UG5 -3.0 - - - - 73.5 - - - UG6 -3.0 - - - - 82.3 UG7 -3.0 - - - - 83.2 - - - BE'l 3.0 - - - - 71.3 BF2 3.0 - - - - 79.3 - - - SRC 0.0 SOURCE 84.2 1269.5 I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 179.1 2.157 PL 3.83 PF 3.6 R2 31.8 0.0 29.9 0.0 15.7 120 FTG T PE 0.0 51 31.8 8.0 26.3 41.1 0.224 TL 15.83 PV Pipe: 2 138.0 2.157 PL 8.00 PF 1.1 Si 31.8 8.0 26.3 41.1 12.1 120 FTG ---- PE 0.0 S2 31.8 8.0 25.2 40.2 0.139 TL 8.00 PV Pipe: 3 97.9 2.157 PL 8.00 PF 1.5 S2 31.8 8.0 25.2 40.2 8.6 120 FTG T PE 0.0 S3 31.8 8.0 23.8 39.0 0.073 TL 20.00 PV Pipe: 4 58.9 2.157 PL 8.00 PF 0.2 S3 31.8 8.0 23.8 39.0 5.2 120 FTG ---- PE 0.0 S4 31.8 8.0 23.5 38.8 0.029 TL 8.00 PV Pipe: 5 20.1 2.157 PL 8.00 PF 0.0 S4 31.8 8.0 23.5 38.8 1.8 120 FTG ---- PE 0.0 S5 31.8 8.0 23.5 38.8 0.004 TL 8.00 PV Pipe: 6 -18.7 2.157 PL 8.00 PF 0.0 S5 31.8 8.0 23.5 38.8 1.6 120 FTG ---- PE 0.0 S6 31.8 8.0 23.5 38.8 0.003 TL 8.00 PV Pipe: 7 -57.5 2.157 PL 8.00 PF 0.2 S6 31.8 8.0 23.5 38.8 5.0 120 FTG ---- PE 0.0 S7 31.8 8.0 23.7 39.0 0.027 TL 8.00 PV Pipe: 8 -96.5 2.157 PL 8.00 PF 0.6 S7 31.8 8.0 23.7 39.0 8.5 120 FTG ---- PE 0.0 S8 31.8 8.0 24.3 39.4 0.071 TL 8.00 PV Pipe: 9 -135.9 2.157 PL 76.50 PF 11.9 S8 31.8 8.0 24.3 39.4 11.9 120 FTG T PE 0.0 Ri 31.8 0.0 36.2 0.0 0.135 TL 88.50 PV Pipe: 10 183.5 2.157 PL 3.83 PF 3.7 R4 31.8 0.0 29.8 0.0 16.1 120 FTG T PE 0.0 S9 31.8 8.0 26.1 40.9 0.235 TL 15.83 PV Pipe: ii 142.6 2.157 PL 8.00 PF 1.2 S9 31.8 8.0 26.1 40.9 12.5 120 FTG ---- PE 0.0 Slo 31.8 8.0 24.9 40.0 0.147 TL 8.00 PV Pipe: 12 102.6 2.157 P11 8.00 PF 0.6 S1O 31.8 8.0 24.9 40.0 9.0 120 FTG ---- PE 0.0 Sib 31.8 8.0 24.3 39.4 0.080 TL 8.00 PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOD TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 63.2 2.157 PL 8.00 PF 0.3 s11 31.8 8.0 24.3 39.4 5.5 120 FTG ---- PE 0.0 S12 31.8 8.0 24.0 39.2 0.033 TL 8.00 PV Pipe: 14 24.0 2.157 PL 8.00 PF 0.0 S12 31.8 8.0 24.0 39.2 2.1 120 FTG ---- PE 0.0 S13 31.8 8.0 24.0 39.2 0.005 TL 8.00 PV Pipe: 15 -15.2 2.157 PL 8.00 PF 0.0 S13 31.8 8.0 24.0 39.2 1.3 120 FTG ---- PE 0.0 S14 31.8 8.0 24.0 39.2 0.002 TL 8.00 PV Pipe: 16 -54.4 2.157 PL 8.00 PF 0.2 S14 31.8 8.0 24.0 39.2 4.8 120 FTG ---- PE 0.0 S15 31.8 8.0 24.2 39.4 0.025 TL 8.00 PV Pipe: 17 -93.8 2.157 PL 8.00 PF 0.5 S15 31.8 8.0 24.2 39.4 8.2 120 FTG ---- PE 0.0 S16 31.8 8.0 24.8 39.8 0.068 TL 8.00 PV Pipe: 18 -133.6 2.157 PL 76.50 PF 11.5 S16 31.8 8.0 24.8 39.8 11.7 120 FTG T PE 0.0 R3 31.8 0.0 36.3 0.0 0.130 TL 88.50 PV Pipe: 19 185.0 2.157 PL 3.83 PF 3.8 R6 31.8 0.0 30.1 0.0 16.2 120 FTG T PE 0.0 S17 31.8 8.0 26.3 41.0 0.238 TL 15.83 PV Pipe: 20 144.0 2.157 PL 8.00 PF 1.2 S17 31.8 8.0 26.3 41.0 12.6 120 FTG ---- PE 0.0 S18 31.8 8.0 25.1 40.1 0.150 TL 8.00 PV Pipe: 21 103.9 2.157 PL 8.00 PF 0.7 S18 31.8 8.0 25.1 40.1 9.1 120 FTG ---- PE 0.0 S19 31.8 8.0 24.5 39.6 0.082 TL 8.00 PV Pipe: 22 64.3 2.157 PL 8.00 PF 0.3 S19 31.8 8.0 24.5 39.6 5.6 120 FTG ---- PE 0.0 S20 31.8 8.0 24.2 39.3 0.034 TL 8.00 PV Pipe: 23 25.0 2.157 PL 8.00 PF 0.0 S20 31.8 8.0 24.2 39.3 2.2 120 FTG ---- PE 0.0 S21 31.8 8.0 24.1 39.3 0.006 TL 8.00 PV Pipe: 24 -14.3 2.157 PL 8.00 PF 0.0 S21 31.8 8.0 24.1 39.3 1.3 120 FTG ---- PE 0.0 S22 31.8 8.0 24.2 39.3 0.002 TL 8.00 PV Pipe: 25 -53.6 2.157 PL 8.00 PF 0.2 S22 31.8 8.0 24.2 39.3 4.7 120 FTG ---- PE 0.0 S23 31.8 8.0 24.3 39.5 0.024 TL 8.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 26 -93.1 2.157 PL 8.00 PF 0.5 S23 31.8 8.0 24.3 39.5 8.2 120 FTG ---- PH 0.0 I S24 31.8 8.0 24.9 39.9 0.067 TL 8.00 PV Pipe: 27 -133.0 2.157 PL 76.50 PF 11.5 S24 31.8 8.0 24.9 39.9 11.7 120 FTG T PH 0.0 I R5 31.8 0.0 36.3 0.0 0.129 TL 88.50 PV Pipe: 28 32.2 2.157 PL 3.83 PF 0.1 R8 31.8 0.0 33.7 0.0 2.8 120 FTG T PE 0.0 I S25 31.8 8.0 33.6 46.3 0.009 TL 15.83 PV Pipe: 29 -14.1 2.157 PL 8.00 PF 0.0 I S25 31.8 8.0 33.6 46.3 1.2 120 FTG ---- PE 0.0 S26 31.8 8.0 33.6 46.4 0.002 TL 8.00 PV Pipe: 30 -60.5 2.157 PL 124.50 PF 4.1 I S26 31.8 8.0 33.6 46.4 5.3 120 FTG T PH 0.0 R7 31.8 0.0 37.7 0.0 0.030 TL 136.50 PV Pipe: 46 42.7 2.157 PL 136.33 PF 2.5 I Rll 31.8 0.0 38.0 0.0 3.7 120 FTG 2T PE 0.0 R12 31.8 0.0 35.5 0.0 0.016 TL 160.33 PV I Pipe: 47 38.3 2.157 PL 136.33 PF 2.1 R13 31.8 0.0 38.1 0.0 3.4 120 FTG 2T PE 0.0 R14 31.8 0.0 36.0 0.0 0.013 TL 160.33 PV I Pipe: 48 34.2 2.157 PL 136.33 PF 1.7 R15 31.8 0.0 38.2 0.0 3.0 120 FTG 2T PE 0.0 I R16 31.8 0.0 36.6 0.0 0.010 TL 160.33 PV Pipe: 49 30.5 2.157 PL 136.33 PF 1.4 R17 31.8 0.0 38.4 0.0 2.7 120 FTG 2T PH 0.0 I R18 31.8 0.0 37.0 0.0 0.008 TL 160.33 PV Pipe: 50 27.1 2.157 PL 136.33 PF 1.1 I R19 R20 31.8 31.8 0.0 0.0 38.5 37.4 0.0 0.0 2.4 120 0.007 FTG TL 2T 160.33 PE PV 0.0 Pipe: 51 24.0 2.157 PL 136.33 PF 0.9 R21 31.8 0.0 38.6 0.0 2.1 120 FTG 2T PE 0.0 I R22 31.8 0.0 37.8 0.0 0.005 TL 160.33 PV Pipe: 52 21.3 2.157 PL 136.33 PF 0.7 I R23 31.8 0.0 38.8 0.0 1.9 120 FTG 2T PH 0.0 R24 31.8 0.0 38.1 0.0 0.004 TL 160.33 PV Pipe: 53 18.9 2.157 PL 136.33 PF 0.6 I R25 31.8 0.0 38.9 0.0 1.7 120 FTG 2T PH 0.0 R26 31.8 0.0 38.4 0.0 0.004 TL 160.33 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOE TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 54 16.8 2.157 PL 136.33 PF 0.5 R27 31.8 0.0 39.1 0.0 1.5 120 FTG 2T PE 0.0 R28 31.8 0.0 38.6 0.0 0.003 TL 160.33 PV Pipe: 55 15.1 2.157 PL 136.33 PF 0.4 R29 31.8 0.0 39.2 0.0 1.3 120 FTG 2T PE 0.0 R30 31.8 0.0 38.9 0.0 0.002 TL 160.33 PV Pipe: 56 13.7 2.157 PL 136.33 PF 0.3 R31 31.8 0.0 39.4 0.0 1.2 120 FTG 2T PE 0.0 R32 31.8 0.0 39.1 0.0 0.002 TL 160.33 PV Pipe: 57 12.8 2.157 PL 136.33 PF 0.3 R33 31.8 0.0 39.6 0.0 1.1 120 FTG 2T PE 0.0 R34 31.8 0.0 39.3 0.0 0.002 TL 160.33 PV Pipe: 58 12.2 2.157 PL 136.33 PF 0.3 R35 31.8 0.0 39.7 0.0 1.1 120 FTG 2T PE 0.0 R36 31.8 0.0 39.5 0.0 0.002 TL 160.33 PV Pipe: 59 12.1 2.157 PL 136.33 PF 0.2 R37 31.8 0.0 39.9 0.0 1.1 120 FTG 2T PE 0.0 R38 31.8 0.0 39.7 0.0 0.002 TL 160.33 PV Pipe: 60 12.5 2.157 PL 136.33 PF 0.3 R39 31.8 0.0 40.1 0.0 1.1 120 FTG 2T PE 0.0 R40 31.8 0.0 39.8 0.0 0.002 TL 160.33 PV Pipe: 61 13.3 2.157 PL 136.33 PF 0.3 R41 31.8 0.0 40.3 0.0 1.2 120 FTG 2T PE 0.0 R42 31.8 0.0 40.0 0.0 0.002 TL 160.33 PV Pipe: 62 14.4 2.157 PL 136.33 PF 0.3 R43 31.8 0.0 40.5 0.0 1.3 120 FTG 2T PE 0.0 R44 31.8 0.0 40.1 0.0 0.002 TL 160.33 PV Pipe: 63 15.8 2.157 PL 136.33 PF 0.4 R45 31.8 0.0 40.6 0.0 1.4 120 FTG 2T PE 0.0 R46 31.8 0.0 40.2 0.0 0.003 TL 160.33 PV Pipe: 64 17.5 2.157 PL 136.33 PF 0.5 R47 31.8 0.0 40.8 0.0 1.5 120 FTG 2T PE 0.0 R48 31.8 0.0 40.4 0.0 0.003 TL 160.33 PV Pipe: 65 19.5 2.157 PL 136.33 PF 0.6 R49 31.8 0.0 41.0 0.0 1.7 120 FTG 2T PE 0.0 R50 31.8 0.0 40.4 0.0 0.004 TL 160.33 PV Pipe: 66 21.6 2.157 PL 136.33 PF 0.7 R51 31.8 0.0 41.2 0.0 1.9 120 FTG 2T PE 0.0 R52 31.8 0.0 40.5 0.0 0.004 TL 160.33 PV I I I I I I I I I I I I I I I I I 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 67 23.9 2.157 PL 136.33 PF 0.9 R53 31.8 0.0 41.5 0.0 2.1 120 FTG 2T PE 0.0 R54 31.8 0.0 40.6 0.0 0.005 TL 160.33 PV Pipe: 68 26.4 2.157 PL 136.33 PF 1.0 R55 31.8 0.0 41.7 0.0 2.3 120 FTG 2T PE 0.0 R56 31.8 0.0 40.7 0.0 0.006 TL 160.33 PV Pipe: 69 29.0 2.157 PL 136.33 PF 1.2 R57 31.8 0.0 41.9 0.0 2.5 120 FTG 2T PE 0.0 R58 31.8 0.0 40.7 0.0 0.008 TL 160.33 PV Pipe: 70 31.7 2.157 PL 136.33 PF 1.5 R59 31.8 0.0 42.2 0.0 2.8 120 FTG 2T PE 0.0 R60 31.8 0.0 40.7 0.0 0.009 TL 160.33 PV Pipe: 71 34.4 2.157 PL 136.33 PF 1.7 R61 31.8 0.0 42.4 0.0 3.0 120 FTG 2T PE 0.0 R62 31.8 0.0 40.7 0.0 0.011 TL 160.33 PV Pipe: 72 -135.9 2.157 PL 1.00 PF 1.8 Ri 31.8 0.0 36.2 0.0 11.9 120 FTG T PE 0.4 Ml 30.8 0.0 38.4 0.0 0.135 TL 13.00 PV Pipe: 73 -179.1 2.157 PL 1.00 PF 2.9 R2 31.8 0.0 29.9 0.0 15.7 120 FTG T PE 0.4 M2 30.8 0.0 33.2 0.0 0.224 TL 13.00 PV Pipe: 74 -133.6 2.157 PL 1.00 PF 1.7 R3 31.8 0.0 36.3 0.0 11.7 120 FTG T PE 0.4 M3 30.8 0.0 38.4 0.0 0.130 TL 13.00 PV Pipe: 75 -183.5 2.157 PL 1.00 PF 3.0 R4 31.8 0.0 29.8 0.0 16.1 120 FTG T PE 0.4 M4 30.8 0.0 33.3 0.0 0.235 TL 13.00 PV Pipe: 76 -133.0 2.157 PL 1.00 PF 1.7 R5 31.8 0.0 36.3 0.0 11.7 120 FTG T PE 0.4 M5 30.8 0.0 38.5 0.0 0.129 TL 13.00 PV Pipe: 77 -185.0 2.157 PL 1.00 PF 3.1 R6 31.8 0.0 30.1 0.0 16.2 120 FTG T PE 0.4 M6 30.8 0.0 33.6 0.0 0.238 TL 13.00 PV Pipe: 78 -60.5 2.157 PL 1.00 PF 0.4 R7 31.8 0.0 37.7 0.0 5.3 120 FTG T PE 0.4 M7 30.8 0.0 38.5 0.0 0.030 TL 13.00 PV Pipe: 79 -32.2 2.157 PL 1.00 PF 0.1 R8 31.8 0.0 33.7 0.0 2.8 120 FTG T PE 0.4 M8 30.8 0.0 34.3 0.0 0.009 TL 13.00 PV I I I I I I I 1 I I I I I I I I 1 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 80 0.0 2.157 PL 1.00 PF 0.0 R9 31.8 0.0 38.1 0.0 0.0 120 FTG T PE 0.4 M9 30.8 0.0 38.6 0.0 0.000 TL 13.00 PV Pipe: 81 0.0 2.157 PL 1.00 PF 0.0 RiO 31.8 0.0 34.5 0.0 0.0 120 FTG T PE 0.4 M1O 30.8 0.0 35.0 0.0 0.000 TL 13.00 PV Pipe: 82 -42.7 2.157 PL 1.00 PF 0.2 Rll 31.8 0.0 38.0 0.0 3.7 120 FTG T PE 0.4 Mil 30.8 0.0 38.6 0.0 0.016 TL 13.00 PV Pipe: 83 42.7 2.157 PL 1.00 PF 0.2 R12 31.8 0.0 35.5 0.0 3.7 120 FTG T PE 0.4 M12 30.8 0.0 35.7 0.0 0.016 TL 13.00 PV Pipe: 84 -38.3 2.157 PL 1.00 PF 0.2 R13 31.8 0.0 38.1 0.0 3.4 120 FTG T PE 0.4 M13 30.8 0.0 38.7 0.0 0.013 TL 13.00 PV Pipe: 85 38.3 2.157 PL 1.00 PF 0.2 R14 31.8 0.0 36.0 0.0 3.4 120 FTG T PE 0.4 M14 30.8 0.0 36.3 0.0 0.013 TL 13.00 PV Pipe: 86 -34.2 2.157 PL 1.00 PF 0.1 R15 31.8 0.0 38.2 0.0 3.0 120 FTG T PE 0.4 M15 30.8 0.0 38.8 0.0 0.010 TL 13.00 PV Pipe: 87 34.2 2.157 PL 1.00 PF 0.1 R16 31.8 0.0 36.6 0.0 3.0 120 FTG T PE 0.4 M16 30.8 0.0 36.9 0.0 0.010 TL 13.00 PV Pipe: 88 -30.5 2.157 PL 1.00 PF 0.1 R17 31.8 0.0 38.4 0.0 2.7 120 FTG T PE 0.4 M17 30.8 0.0 38.9 0.0 0.008 TL 13.00 PV Pipe: 89 30.5 2.157 PL 1.00 PF 0.1 R18 31.8 0.0 37.0 0.0 2.7 120 FTG T PE 0.4 M18 30.8 0.0 37.3 0.0 0.008 TL 13.00 PV Pipe: 90 -27.1 2.157 PL 1.00 PF 0.1 R19 31.8 0.0 38.5 0.0 2.4 120 FTG T PE 0.4 M19 30.8 0.0 39.0 0.0 0.007 TL 13.00 PV Pipe: 91 27.1 2.157 PL 1.00 PF 0.1 R20 31.8 0.0 37.4 0.0 2.4 120 FTG T PE 0.4 M20 30.8 0.0 37.8 0.0 0.007 TL 13.00 PV Pipe: 92 -24.0 2.157 PL 1.00 PF 0.1 R21 31.8 0.0 38.6 0.0 2.1 120 FTG T PE 10.4 M21 30.8 0.0 39.1 0.0 0.005 TL 13.00 PV I I I I I I I I I I I I I I I I I 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 93 24.0 2.157 PL 1.00 PF 0.1 R22 31.8 0.0 37.8 0.0 2.1 120 FTG T PE 0.4 M22 30.8 0.0 38.1 0.0 0.005 TL 13.00 PV Pipe: 94 -21.3 2.157 PL 1.00 PF 0.1 R23 31.8 0.0 38.8 0.0 1.9 120 FTG T PE 0.4 M23 30.8 0.0 39.3 0.0 0.004 TL 13.00 PV Pipe: 95 21.3 2.157 PL 1.00 PF 0.1 R24 31.8 0.0 38.1 0.0 1.9 120 FTG T PH 0.4 M24 30.8 0.0 38.5 0.0 0.004 TL 13.00 PV Pipe: 96 -18.9 2.157 PL 1.00 PF 0.0 R25 31.8 0.0 38.9 0.0 1.7 120 FTG T PE 0.4 M25 30.8 0.0 39.4 0.0 0.004 TL 13.00 PV Pipe: 97 18.9 2.157 PL 1.00 PF 0.0 R26 31.8 0.0 38.4 0.0 1.7 120 FTG T PE 0.4 M26 30.8 0.0 38.8 0.0 0.004 TL 13.00 PV Pipe: 98 -16.8 2.157 PL 1.00 PF 0.0 R27 31.8 0.0 39.1 0.0 1.5 120 FTG T PE 0.4 M27 30.8 0.0 39.6 0.0 0.003 TL 13.00 PV Pipe: 99 16.8 2.157 PL 1.00 PF 0.0 R28 31.8 0.0 38.6 0.0 1.5 120 FTG T PH 0.4 M28 30.8 0.0 39.0 0.0 0.003 TL 13.00 PV Pipe: 101 -15.1 2.157 PL 1.00 PF 0.0 R29 31.8 0.0 39.2 0.0 1.3 120 FTG T PE 0.4 M29 30.8 0.0 39.7 0.0 0.002 TL 13.00 PV Pipe: 102 15.1 2.157 PL 1.00 PF 0.0 R30 31.8 0.0 38.9 0.0 1.3 120 FTG T PE 0.4 M30 30.8 0.0 39.3 0.0 0.002 TL 13.00 PV Pipe: 103 -13.7 2.157 PL 1.00 PF 0.0 R31 31.8 0.0 39.4 0.0 1.2 120 FTG T PH 0.4 M31 30.8 0.0 39.9 0.0 0.002 TL 13.00 PV Pipe: 104 13.7 2.157 PL 1.00 PF 0.0 R32 31.8 0.0 39.1 0.0 1.2 120 FTG T PH 0.4 M32 30.8 0.0 39.5 0.0 0.002 TL 13.00 PV Pipe: 105 -12.8 2.157 PL 1.00 PF 0.0 R33 31.8 0.0 39.6 0.0 1.1 120 FTG T PE 0.4 M33 30.8 0.0 40.0 0.0 0.002 TL 13.00 PV Pipe: 106 12.8 2.157 PL 1.00 PF 0.0 R34 31.8 0.0 39.3 0.0 1.1 120 FTG T PH 0.4 M34 30.8 0.0 39.7 0.0 0.002 TL 13.00 PV I I I I I I Li I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 107 -12.2 2.157 PL 1.00 PF 0.0 R35 31.8 0.0 39.7 0.0 1.1 120 FTG T PE 0.4 M35 30.8 0.0 40.2 0.0 0.002 TL 13.00 PV Pipe: 108 12.2 2.157 PL 1.00 PF 0.0 R36 31.8 0.0 39.5 0.0 1.1 120 FTG T PE 0.4 M36 30.8 0.0 39.9 0.0 0.002 TL 13.00 PV Pipe: 109 -12.1 2.157 PL 1.00 PF 0.0 R37 31.8 0.0 39.9 0.0 1.1 120 FTG T PE 0.4 M37 30.8 0.0 40.4 0.0 0.002 TL 13.00 PV Pipe: 110 12.1 2.157 PL 1.00 PF 0.0 R38 31.8 0.0 39.7 0.0 1.1 120 FTG T PE 0.4 M38 30.8 0.0 40.1 0.0 0.002 TL 13.00 PV Pipe: 111 -12.5 2.157 PL 1.00 PF 0.0 R39 31.8 0.0 40.1 0.0 1.1 120 FTG T PE 0.4 M39 30.8 0.0 40.5 0.0 0.002 TL 13.00 PV Pipe: 112 12.5 2.157 PL 1.00 PF 0.0 R40 31.8 0.0 39.8 0.0 1.1 120 FTG T PE 0.4 M40 30.8 0.0 40.2 0.0 0.002 TL 13.00 PV Pipe: 113 -13.3 2.157 PL 1.00 PF 0.0 R41 31.8 0.0 40.3 0.0 1.2 120 FTG T PE 0.4 M41 30.8 0.0 40.7 0.0 0.002 TL 13.00 PV Pipe: 114 13.3 2.157 PL 1.00 PF 0.0 R42 31.8 0.0 40.0 0.0 1.2 120 FTG T PE 0.4 M42 30.8 0.0 40.4 0.0 0.002 TL 13.00 PV Pipe: 115 -14.4 2.157 PL 1.00 PF 0.0 R43 31.8 0.0 40.5 0.0 1.3 120 FTG T PE 0.4 M43 30.8 0.0 40.9 0.0 0.002 TL 13.00 PV Pipe: 116 14.4 2.157 PL 1.00 PF 0.0 R44 31.8 0.0 40.1 0.0 1.3 120 FTG T PE 0.4 M44 30.8 0.0 40.5 0.0 0.002 TL 13.00 PV Pipe: 117 -15.8 2.157 PL 1.00 PF 3.0 R45 31.8 0.0 40.6 0.0 1.4 120 FTG T PE 0.4 M45 30.8 0.0 41.1 0.0 0.003 TL 13.00 PV Pipe: 118 15.8 2.157 PL 1.00 PF 0.0 R46 31.8 0.0 40.2 0.0 1.4 120 FTG T PE 0.4 M46 30.8 0.0 40.6 0.0 0.003 TL 13.00 PV Pipe: 119 -17.5 2.157 PL 1.00 PF 0.0 R47 31.8 0.0 40.8 0.0 1.5 120 FTG T PE 0.4 M47 30.8 0.0 41.3 0.0 0.003 TL 13.00 .PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 120 17.5 2.157 PL 1.00 PF 0.0 R48 31.8 0.0 40.4 0.0 1.5 120 FTG T FE 0.4 M48 30.8 0.0 40.7 0.0 0.003 TL 13.00 PV Pipe: 121 -19.5 2.157 PL 1.00 PF 0.0 R49 31.8 0.0 41.0 0.0 1.7 120 FTG T PE 0.4 M49 30.8 0.0 41.5 0.0 0.004 TL 13.00 PV Pipe: 122 19.5 2.157 PL 1.00 PF 0.0 R50 31.8 0.0 40.4 0.0 1.7 120 FTG T PE 0.4 M50 30.8 0.0 40.8 0.0 0.004 TL 13.00 PV Pipe: 123 -21.6 2.157 PL 1.00 PF 0.1 R51 31.8 0.0 41.2 0.0 1.9 120 FTG T FE 0.4 M51 30.8 0.0 41.7 0.0 0.004 TL 13.00 PV Pipe: 124 21.6 2.157 FL 1.00 PF 0.1 R52 31.8 0.0 40.5 0.0 1.9 120 FTG T PE 0.4 M52 30.8 0.0 40.9 0.0 0.004 TL 13.00 PV Pipe: 125 -23.9 2.157 PL 1.00 PF 0.1 R53 31.8 0.0 41.5 0.0 2.1 120 FTG T PE 0.4 M53 30.8 0.0 42.0 0.0 0.005 TL 13.00 PV Pipe: 126 23.9 2.157 FL 1.00 PF 0.1 R54 31.8 0.0 40.6 0.0 2.1 120 FTG T FE 0.4 M54 30.8 0.0 41.0 0.0 0.005 TL 13.00 PV Pipe: 127 -26.4 2.157 FL 1.00 PF 0.1 R55 31.8 0.0 41.7 0.0 2.3 120 FTG T PE 0.4 M55 30.8 0.0 42.2 0.0 0.006 TL 13.00 PV Pipe: 128 26.4 2.157 FL 1.00 PF 0.1 R56 31.8 0.0 40.7 0.0 2.3 120 FTG T FE 0.4 M56 30.8 0.0 41.0 0.0 0.006 TL 13.00 PV Pipe: 129 -29.0 2.157 PL 1.00 PF 0.1 R57 31.8 0.0 41.9 0.0 2.5 120 FTG T PE 0.4 M57 30.8 0.0 42.5 0.0 0.008 TL 13.00 PV Pipe: 130 29.0 2.157 PL 1.00 PF 0.1 R58 31.8 0.0 40.7 0.0 2.5 120 FTG T PE 0.4 M58 30.8 0.0 41.0 0.0 0.008 TL 13.00 PV Pipe: 131 -31.7 2.157 FL 1.00 PF 0.1 R59 31.8 0.0 42.2 0.0 2.8 120 FTG T FE 0.4 M59 30.8 0.0 42.7 0.0 0.009 TL 13.00 PV Pipe: 132 31.7 2.157 FL 1.00 PF 0.1 R60 31.8 0.0 40.7 0.0 2.8 120 FTG T FE 0.4 M60 30.8 0.0 41.0 0.0 0.009 TL 13.00 PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 133 -34.4 2.157 PL 1.00 PF 0.1 R61 31.8 0.0 42.4 0.0 3.0 120 FTG T PE 0.4 M61 30.8 0.0 43.0 0.0 0.011 TL 13.00 PV Pipe: 134 34.4 2.157 PL 1.00 PF 0.1 R62 31.8 0.0 40.7 0.0 3.0 120 FTG T PE 0.4 M62 30.8 0.0 41.0 0.0 0.011 TL 13.00 PV Pipe: 135 -135.9 6.357 PL 10.00 PF 0.0 Ml 30.8 0.0 38.4 0.0 1.4 120 FTG ---- PE 0.0 M3 30.8 0.0 38.4 0.0 0.001 TL 10.00 PV Pipe: 136 -269.5 6.357 FL 10.00 PF 0.0 M3 30.8 0.0 38.4 0.0 2.7 120 FTG ---- FE 0.0 M5 30.8 0.0 38.5 0.0 0.002 TL 10.00 PV Pipe: 137 -402.6 6.357 FL 10.00 PF 0.1 M5 30.8 0.0 38.5 0.0 4.1 120 FTG ---- PE 0.0 M7 30.8 0.0 38.5 0.0 0.005 TL 10.00 PV Pipe: 138 -463.0 6.357 FL 10.00 PF 0.1 M7 30.8 0.0 38.5 0.0 4.7 120 FTG ---- FE 0.0 M9 30.8 0.0 38.6 0.0 0.007 TL 10.00 PV Pipe: 139 -463.0 6.357 PL 10.00 PF 0.1 M9 30.8 0.0 38.6 0.0 4.7 120 FTG ---- FE 0.0 M11 30.8 0.0 38.6 0.0 0.007 TL 10.00 PV Pipe: 140 -505.7 6.357 FL 10.00 PF 0.1 Mil 30.8 0.0 38.6 0.0 5.1 120 FTG ---- FE 0.0 M13 30.8 0.0 38.7 0.0 0.008 TL 10.00 PV Pipe: 141 -544.0 6.357 FL 10.00 PF 0.1 M13 30.8 0.0 38.7 0.0 5.5 120 FTG ---- FE 0.0 M15 30.8 0.0 38.8 0.0 0.009 TL 10.00 PV Pipe: 142 -578.2 6.357 PL 10.00 PF 0.1 M15 30.8 0.0 38.8 0.0 5.8 120 FTG ---- PE 0.0 M17 30.8 0.0 38.9 0.0 0.010 TL 10.00 PV Pipe: 143 -608.7 6.357 FL 10.00 PF 0.1 M17 30.8 0.0 38.9 0.0 6.2 120 FTG ---- FE 0.0 M19 30.8 0.0 39.0 0.0 0.011 TL 10.00 PV Pipe: 144 -635.7 6.357 FL 10.00 PF 0.1 MiD 30.8 0.0 39.0 0.0 6.4 120 FTG ---- FE 0.0 M21 30.8 0.0 39.1 0.0 0.012 TL 10.00 PV Pipe: 145 -659.8 6.357 FL 10.00 PF 0.1 M21 30.8 0.0 39.1 0.0 6.7 120 FTG ---- FE 0.0 M23 30.8 0.0 39.3 0.0 0.013 TL 10.00 PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 146 -681.1 6.357 PL 10.00 PF 0.1 M23 30.8 0.0 39.3 0.0 6.9 120 FTG ---- PE 0.0 M25 30.8 0.0 39.4 0.0 0.014 TL 10.00 PV Pipe: 147 -700.0 6.357 PL 10.00 PF 0.1 M25 30.8 0.0 39.4 0.0 7.1 120 FTG ---- PE 0.0 M27 30.8 0.0 39.6 0.0 0.014 TL 10.00 PV Pipe: 148 -716.9 6.357 PL 10.00 PF 0.2 M27 30.8 0.0 39.6 0.0 7.2 120 FTG ---- FE 0.0 M29 30.8 0.0 39.7 0.0 0.015 TL 10.00 PV Pipe: 149 -732.0 6.357 FL 10.00 PF 0.2 M29 30.8 0.0 39.7 0.0 7.4 120 FTG ---- FE 0.0 M31 30.8 0.0 39.9 0.0 0.016 TL 10.00 PV Pipe: 150 -745.7 6.357 PL 10.00 PF 0.2 M31 30.8 0.0 39.9 0.0 7.5 120 FTG ---- PE 0.0 M33 30.8 0.0 40.0 0.0 0.016 TL 10.00 FV Pipe: 151 -758.5 6.357 PL 10.00 PF 0.2 M33 30.8 0.0 40.0 0.0 7.7 120 FTG ---- FE 0.0 M35 30.8 0.0 40.2 0.0 0.017 TL 10.00 FV Pipe: 152 -770.7 6.357 PL 10.00 PF 0.2 M35 30.8 0.0 40.2 0.0 7.8 120 FTG ---- PE 0.0 M37 30.8 0.0 40.4 0.0 0.017 TL 10.00 PV Pipe: 153 -782.9 6.357 PL 10.00 PF 0.2 M37 30.8 0.0 40.4 0.0 7.9 120 FTG ---- FE 0.0 M39 30.8 0.0 40.5 0.0 0.018 TL 10.00 FV Pipe: 154 -795.4 6.357 FL 10.00 PF 0.2 M39 30.8 0.0 40.5 0.0 8.0 120 FTG ---- FE 0.0 M41 30.8 0.0 40.7 0.0 0.018 TL 10.00 PV Pipe: 155 -808.6 6.357 FL 10.00 PF 0.2 M41 30.8 0.0 40.7 0.0 8.2 120 FTG ---- FE 0.0 M43 30.8 0.0 40.9 0.0 0.019 TL 10.00 PV Pipe: 156 -823.0 6.357 FL 10.00 PF 0.2 M43 30.8 0.0 40.9 0.0 8.3 120 FTG ---- FE 0.0 M45 30.8 0.0 41.1 0.0 0.020 TL 10.00 FV Pipe: 157 -838.8 6.357 FL 10.00 PF 0.2 M45 30.8 0.0 41.1 0.0 8.5 120 FTG ---- FE 0.0 M47 30.8 0.0 41.3 0.0 0.020 TL 10.00 PV Pipe: 158 -856.3 6.357 FL 10.00 PF 0.2 M47 30.8 0.0 41.3 0.0 8.7 120 FTG ---- FE 0.0 M49 30.8 0.0 41.5 0.0 0.021 TL 10.00 PV [1 I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 159 -875.8 6.357 PL 10.00 PF 0.2 M49 30.8 0.0 41.5 0.0 8.9 120 FTG ---- PE 0.0 M51 30.8 0.0 41.7 0.0 0.022 TL 10.00 PV Pipe: 160 -897.4 6.357 PL 10.00 PF 0.2 M51 30.8 0.0 41.7 0.0 9.1 120 FTG ---- PE 0.0 M53 30.8 0.0 42.0 0.0 0.023 TL 10.00 PV Pipe: 161 -921.4 6.357 PL 10.00 PF 0.2 M53 30.8 0.0 42.0 0.0 9.3 120 FTG ---- PE 0.0 M55 30.8 0.0 42.2 0.0 0.024 TL 10.00 PV Pipe: 162 -947.8 6.357 PL 10.00 PF 0.3 M55 30.8 0.0 42.2 0.0 9.6 120 FTG ---- PE 0.0 M57 30.8 0.0 42.5 0.0 0.025 TL 10.00 PV Pipe: 163 -976.8 6.357 PL 10.00 PF 0.3 M57 30.8 0.0 42.5 0.0 9.9 120 FTG ---- PE 0.0 M59 30.8 0.0 42.7 0.0 0.027 TL 10.00 PV Pipe: 164 -1008.4 6.357 PL 10.00 PF 0.3 M59 30.8 0.0 42.7 0.0 10.2 120 FTG ---- PE 0.0 M61 30.8 0.0 43.0 0.0 0.028 TL 10.00 PV Pipe: 165 -179.1 4.260 PL 10.00 PF 0.1 M2 30.8 0.0 33.2 0.0 4.0 120 FTG ---- PE 0.0 M4 30.8 0.0 33.3 0.0 0.008 TL 10.00 PV Pipe: 166 -362.5 4.260 PL 10.00 PF 0.3 M4 30.8 0.0 33.3 0.0 8.2 120 FTG ---- PE 0.0 M6 30.8 0.0 33.6 0.0 0.030 TL 10.00 PV Pipe: 167 -547.6 4.260 PL 10.00 PF 0.6 M6 30.8 0.0 33.6 0.0 12.3 120 FTG ---- PH 0.0 M8 30.8 0.0 34.3 0.0 0.064 TL 10.00 PV Pipe: 168 -579.8 4.260 PL 10.00 PF 0.7 M8 30.8 0.0 34.3 0.0 13.1 120 FTG ---- PE 0.0 M10 30.8 0.0 35.0 0.0 0.072 TL 10.00 PV Pipe: 169 -579.8 4.260 PL 10.00 PF 0.7 M10 30.8 0.0 35.0 0.0 13.1 120 FTG ---- PE 0.0 M12 30.8 0.0 35.7 0.0 0.072 TL 10.00 PV Pipe: 170 -537.1 4.260 PL 10.00 PF 0.6 M12 30.8 0.0 35.7 0.0 12.1 120 FTG ---- PH 0.0 M14 30.8 0.0 36.3 0.0 0.062 TL 10.00 PV Pipe: 171 -498.8 4.260 PL 10.00 PF 0.5 M14 30.8 0.0 36.3 0.0 11.2 120 FTG ---- PE 0.0 M16 30.8 0.0 36.9 0.0 0.054 TL 10.00 PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 172 -464.6 4.260 PL 10.00 PF 0.5 M16 30.8 0.0 36.9 0.0 10.5 120 FTG ---- PE 0.0 M18 30.8 0.0 37.3 0.0 0.048 TL 10.00 PV Pipe: 173 -434.1 4.260 PL 10.00 PF 0.4 M18 30.8 0.0 37.3 0.0 9.8 120 FTG ---- PE 0.0 M20 30.8 0.0 37.8 0.0 0.042 TL 10.00 PV Pipe: 174 -407.1 4.260 PL 10.00 PF 0.4 M20 30.8 0.0 37.8 0.0 9.2 120 FTG ---- PE 0.0 M22 30.8 0.0 38.1 0.0 0.037 TL 10.00 PV Pipe: 175 -383.0 4.260 PL 10.00 PF 0.3 M22 30.8 0.0 38.1 0.0 8.6 120 FTG ---- FE 0.0 M24 30.8 0.0 38.5 0.0 0.033 TL 10.00 PV Pipe: 176 -361.7 4.260 PL 10.00 PF 0.3 M24 30.8 0.0 38.5 0.0 8.1 120 FTG ---- PE 0.0 M26 30.8 0.0 38.8 0.0 0.030 TL 10.00 PV Pipe: 178 -342.8 4.260 PL 10.00 PF 0.3 M26 30.8 0.0 38.8 0.0 7.7 120 FTG ---- PE 0.0 M28 30.8 0.0 39.0 0.0 0.027 TL 10.00 PV Pipe: 179 -325.9 4.260 PL 10.00 PF 0.2 M28 30.8 0.0 39.0 0.0 7.3 120 FTG ---- PE 0.0 M30 30.8 0.0 39.3 0.0 0.025 TL 10.00 PV Pipe: 180 -310.8 4.260 PL 10.00 PF 0.2 M30 30.8 0.0 39.3 0.0 7.0 120 FTG ---- PE 0.0 M32 30.8 0.0 39.5 0.0 0.023 TL 10.00 PV Pipe: 181 -297.1 4.260 PL 10.00 PF 0.2 M32 30.8 0.0 39.5 0.0 6.7 120 FTG ---- FE 0.0 M34 30.8 0.0 39.7 0.0 0.021 TL 10.00 PV Pipe: 182 -284.3 4.260 PL 10.00 PF 0.2 M34 30.8 0.0 39.7 0.0 6.4 120 FTG ---- PE 0.0 M36 30.8 0.0 39.9 0.0 0.019 TL 10.00 PV Pipe: 183 -272.1 4.260 PL 10.00 PF 0.2 M36 30.8 0.0 39.9 0.0 6.1 120 FTG ---- PE 0.0 M38 30.8 0.0 40.1 0.0 0.018 TL 10.00 PV Pipe: 184 -259.9 4.260 PL 10.00 PF 0.2 M38 30.8 0.0 40.1 0.0 5.9 120 FTG ---- PE 0.0 M40 30.8 0.0 40.2 0.0 0.016 TL 10.00 PV Pipe: 185 -247.4 4.260 PL 10.00 PF 0.1 M40 30.8 0.0 40.2 0.0 5.6 120 FTG ---- PE 0.0 M42 30.8 0.0 40.4 0.0 0.015 TL 10.00 PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 186 -234.2 4.260 PL 10.00 PF 0.1 M42 30.8 0.0 40.4 0.0 5.3 120 FTG ---- PE 0.0 M44 30.8 0.0 40.5 0.0 0.013 TL 10.00 PV Pipe: 187 -219.8 4.260 PL 10.00 PF 0.1 M44 30.8 0.0 40.5 0.0 4.9 120 FTG ---- PE 0.0 M46 30.8 0.0 40.6 0.0 0.012 TL 10.00 PV Pipe: 189 -204.0 4.260 PL 10.00 PF 0.1 M46 30.8 0.0 40.6 0.0 4.6 120 FTG ---- PE 0.0 M48 30.8 0.0 40.7 0.0 0.010 TL 10.00 PV Pipe: 190 -186.5 4.260 PL 10.00 PF 0.1 M48 30.8 0.0 40.7 0.0 4.2 120 FTG ---- PE 0.0 M50 30.8 0.0 40.8 0.0 0.009 TL 10.00 PV Pipe: 191 -167.0 4.260 PL 10.00 PF 0.1 M50 30.8 0.0 40.8 0.0 3.8 120 FTG ---- PE 0.0 M52 30.8 0.0 40.9 0.0 0.007 TL 10.00 PV Pipe: 192 -145.4 4.260 PL 10.00 PF 0.1 M52 30.8 0.0 40.9 0.0 3.3 120 FTG ---- PE 0.0 M54 30.8 0.0 41.0 0.0 0.006 TL 10.00 PV Pipe: 193 -121.4 4.260 PL 10.00 PF 0.0 M54 30.8 0.0 41.0 0.0 2.7 120 FTG ---- PE 0.0 M56 30.8 0.0 41.0 0.0 0.004 TL 10.00 PV Pipe: 194 -95.0 4.260 PL 10.00 PF 0.0 M56 30.8 0.0 41.0 0.0 2.1 120 FTG ---- PE 0.0 M58 30.8 0.0 41.0 0.0 0.003 TL 10.00 PV Pipe: 195 -66.0 4.260 PL 10.00 PF 0.0 M58 30.8 0.0 41.0 0.0 1.5 120 FTG ---- PE 0.0 M60 30.8 0.0 41.0 0.0 0.001 TL 10.00 PV Pipe: 196 -34.4 4.260 PL 10.00 PF 0.0 M60 30.8 0.0 41.0 0.0 0.8 120 FTG ---- PE 0.0 M62 30.8 0.0 41.0 0.0 0.000 TL 10.00 PV Pipe: 197 -1042.8 6.357 PL 18.58 PF 2.8 M61 30.8 0.0 43.0 0.0 10.5 120 FTG 2ET PE 0.0 TOR 30.8 0.0 45.8 0.0 0.030 TL 92.58 PV Pipe: 198 -1042.8 6.357 PL 27.75 PF 2.9 TOR 30.8 0.0 45.8 0.0 10.5 120 FTG ETB PE 12.0 G 3.0 0.0 60.8 0.0 0.030 TL 96.75 PV Pipe: 198A -23.2 2.203 PL 6.00 PF 0.0 1 8.5 5.6 17.2 23.2 2.0 120 FTG ---- PE 0.0 2 8.5 5.6 17.2 23.3 0.005 TL 6.00 PV I 1 I I I I I I I I I I 1 I I I I 1 I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1983 -46.5 2.203 PL 6.50 PF 0.1 2 8.5 5.6 17.2 23.3 3.9 120 FTG ---- PE 0.0 I 3 8.5 5.6 17.4 23.3 0.017 TL 6.50 PV Pipe: 198C -69.8 2.203 PL 10.00 PF 0.4 3 8.5 5.6 17.4 23.3 5.9 120 FTG ---- PE 0.0 I 4 8.5 5.6 17.7 23.6 0.035 TL 10.00 PV Pipe: 198D -93.4 2.203 PL 6.00 PF 0.4 4 8.5 5.6 17.7 23.6 7.9 120 FTG ---- PE 0.0 5 8.5 5.6 18.1 23.8 0.061 TL 6.00 PV Pipe: 1983 -117.2 2.203 PL 3.08 PF 1.5 5 8.5 5.6 18.1 23.8 9.9 120 FTG T PH 0.0 I A 8.5 0.0 19.6 0.0 0.092 TL 16.72 PV Pipe: 19831 -21.7 2.203 PL 6.50 PF 0.0 I 6 14.5 5.6 15.0 21.7 1.8 120 FTG ---- PE 0.0 7 14.5 5.6 15.0 21.7 0.004 TL 6.50 PV Pipe: 198F -43.4 2.203 PL 10.00 PF 0.1 I 7 14.5 5.6 15.0 21.7 3.7 120 FTG ---- PE 0.0 8 14.5 5.6 15.2 21.8 0.015 TL 10.00 PV I Pipe: 198G -65.2 2.203 PL 6.50 PF 0.2 8 14.5 5.6 15.2 21.8 5.5 120 FTG ---- PE 0.0 9 14.5 5.6 15.4 22.0 0.031 TL 6.50 PV I Pipe: 198H -87.2 2.203 PL 10.00 PF 0.5 9 14.5 5.6 15.4 22.0 7.3 120 FTG ---- PH 0.0 10 14.5 5.6 15.9 22.3 0.053 TL 10.00 PV I Pipe: 1981 -109.5 2.203 PL 0.83 PF 1.2 10 14.5 5.6 15.9 22.3 9.2 120 FTG T PH 0.0 I B 14.5 0.0 17.1 0.0 0.081 TL 14.47 PV Pipe: 198K -117.2 3.314 PL 6.00 PF 0.1 A 8.5 0.0 19.6 0.0 4.4 120 FTG ---- PE -2.6 1 B 14.5 0.0 17.1 0.0 0.013 TL 6.00 PV Pipe: 198L -226.7 3.314 PL 15.50 PF 2.0 I B C 14.5 30.0 0.0 0.0 17.1 12.4 0.0 0.0 8.4 120 0.043 FTG TL ET 47.53 PE PV -6.7 Pipe: 198L1 -226.7 3.314 PL 34.83 PF 4.2 30.0 0.0 12.4 0.0 8.4 120 FTG 4ET PE 0.0 I C Cl 30.0 0.0 16.6 0.0 0.043 TL 97.43 PV Pipe: 198M -226.7 3.314 PL 42.83 PF 5.1 I Cl 30.0 0.0 16.6 0.0 8.4 120 FTG E3T PE 0.0 D 30.0 0.0 21.7 0.0 0.043 TL 118.54 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 198N -226.7 3.314 PL 97.00 PF 5.5 D 30.0 0.0 21.7 0.0 8.4 120 FTG ET PE 0.0 E 30.0 0.0 27.2 0.0 0.043 TL 129.03 PV Pipe: 1980 -226.7 3.314 PL 375.50 PF 20.3 E 30.0 0.0 27.2 0.0 8.4 120 FTG 6ETB PE 0.0 F 30.0 0.0 47.5 0.0 0.043 TL 473.05 PV Pipe: 198P -226.7 3.314 PL 27.00 PF 1.6 F 30.0 0.0 47.5 0.0 8.4 120 FTG E PE 11.7 G 3.0 0.0 60.8 0.0 0.043 TL 37.19 PV Pipe: 198Q -1269.5 6.357 PL 4.50 PF 1.8 G 3.0 0.0 60.8 0.0 12.8 120 FTG 2E PE 1.1 BOR 0.5 0.0 63.6 0.0 0.043 TL 40.50 PV Pipe: 199 -1269.5 7.980 PL 10.00 PF 0.5 BCR 0.5 0.0 63.6 0.0 8.1 150 FTG 2L PE 1.5 DI -3.0 0.0 65.6 0.0 0.010 TL 50.00 PV Pipe: 200 -1269.5 7.980 PL 40.00 PF 0.6 DI -3.0 0.0 65.6 0.0 8.1 150 FTG E PE 0.0 UG1 -3.0 0.0 66.2 0.0 0.010 TL 67.00 PV Pipe: 201 -1269.5 7.980 PL 644.50 PF 6.6 UG1 -3.0 0.0 66.2 0.0 8.1 150 FTG T PE 0.0 UG4 -3.0 0.0 72.9 0.0 0.010 TL 697.50 PV Pipe: 202 -1269.5 7.980 PL 25.50 PF 0.6 UG4 -3.0 0.0 72.9 0.0 8.1 150 FTG 2L PE 0.0 UG5 -3.0 0.0 73.5 0.0 0.010 TL 65.50 PV Pipe: 203 -1269.5 8.390 PL 6.00 PF 0.4 UGS -3.0 0.0 73.5 0.0 7.4 140 FTG 2L PE -2.6 BF'l 3.0 0.0 71.3 0.0 0.008 TL 50.00 PV Pipe: 204 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 79.3 0.0 8.0 psi, 1269.5 gpm BE'l 3.0 0.0 71.3 0.0 Pipe: 205 -1269.5 8.390 PL 6.00 PF 0.4 BF2 3.0 0.0 79.3 0.0 7.4 140 FTG 2L PE 2.6 UG6 -3.0 0.0 82.3 0.0 0.008 TL 50.00 PV Pipe: 206 -1269.5 7.980 PL 16.83 PF 0.9 UG6 -3.0 0.0 82.3 0.0 8.1 150 FTG TL PE 0.0 UG7 -3.0 0.0 83.2 0.0 0.010 TL 89.83 PV Pipe: 207 -1269.5 7.980 PL 126.00 PF 2.3 UG7 -3.0 0.0 83.2 0.0 8.1 150 FTG 2ETG PE -1.3 SRC 0.0 SRCE 84.2 (N/A) 0.010 TL 239.00 PV I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 1/22/2010 C:\HASS78\FILES\NEW RACK REV.SDF JOB TITLE: NEW RACK - Ken's Copy NOTES (HASS): Calculations were performed by the HASS 8.0 computer program under license no. 50110279 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.079 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 77. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D R Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v TeeRn 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 0.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 0.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 0.00 PAGE: C MATERIAL: C-900 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G R N Eli Tee LngEll ChkVlv BfyVlv GatVlv TeeRn NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 0.00 53.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVlv BfyVlv GatVlv 8.390 31.00 60.00 22.00 78.00 21.00 7.00 I I I I I I I I I I L I I I I I I H I - - - - - - - - - - - - - - - - = - - c-I tV F3 o tn WATER SUPPLY ANALYSIS 120.0 G100° A U G E 80.0 P R E S 60.0 U R E 40.0 p S iwI -14.7 Static: 111.60 osi Resid: 102.60 osi Flow: 1060.0 corn 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)